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Contract 59539-PM1-U (3)
FORT WO RT H<r PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER & PAVING TO SERVE CSC No. 59539-PM1 HCA BEHAVORIAL HEALTH HOSPITAL IPRC No.: IPRC22-0180 City Project No.104380 FID#: 30114-0200431-104380-R 07685 File No.: K-3036 X No.: X-27527 Mattie Parker Mayor 10/19/2023 David Cooke City Manager Chris Harder Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth October 2023 INPacheco Koch a Westwood company PACHECO KOCH CONSULTING ENGINEERS, LLC 4060 BRYANT IRVIN ROAD FORT WORTH, TX 76109 TX REG. ENGINEERING FIRM F-469 TXREG. SURVEYING FIRMLS-10008000 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 TABLE OF CONTENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00 42 43 Proposal Form Unit Price Combined (Pages 8-17) 00 00 00 Agreement — Developer (HCA) and GC (WT) (Pages 18-118) 00 00 00 Development Bond Pages (119-121) 00 11 13 invitation to Bidders nn�3 instf etions t Bidders 004100 Bid Fe 00 42 43 Proposal Form Unit Price — Brown (Pages 122-124) 0043 13 Bid Bead 10045 it Bidders Pr-eq ,,,i:fiea4ien's 00 45 26 Contractor Compliance with Workers' Compensation Law (Page 125) 00 00 00 Agreement — Brown (Pages 126-287) 00 61 25 Certificate of Insurance- Brown (Page 288) 00 62 19 Maintenance Bond- Brown (Pages 289 — 295) nn�0 Gener-al Conditions 00 73 00 SupplemefftaFy Conditions 0021 13 lastmetions to Bidders 00 41 00 Bid Fe 00 42 43 Proposal Form Unit Price — Clean Spaces (Pages 296-298) 0043 13 Bid Bond 0045 12 Pfequa4ifieation StatemepA —Clean Spaees 00 45 26 Contractor Compliance with Workers' Compensation Law - Clean Spaces (Page 299) 00 00 00 Agreement — Brown (Pages 300-469) 00 61 25 Certificate of Insurance- Clean Spaces (Pages 470-471) 00 62 19 Maintenance Bond- Clean Spaces (Pages 472-474) nn�0 Geaer-, i C, ,..bens Last Revised NA NA NA n3 /0 03/20,QO20 nn ins 05/22/2019 nn in�4 nn ins 09 in s 03 in s 04/02/2014 09/21,12019 NA 07/01/2011 n i i�z n i i�z 01/31/2012 1 1 / 1nT15, 2017 0� in�11 08i -9 NA 07/01/2011 n1/�12 n i i�z 01/31/2012 11/15,12 T n701,L2 CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 00 00 00 TABLE OF CONTENTS Page 2 of 6 nn 21 1 vv-�rz� �1i1.iYYL � �6 n3/20/2r»n va�vr�v�v nn/n 004100 00 42 43 00�-43-43 Bid FE) Proposal Form Unit Price — Moss (Pages 475-479) Bid Ben 4 05/22/2019 nn in 0045 11 Bidders n -eq 5jatilx"1'" -4 nn in s 0045 12 Prequalification Statement — Moss (Page 480) n .o,,, n ,.plieatior 09/01/2015 0045 13 00 45 26 Bidder- alifie iof Contractor Compliance with Workers' Compensation Law 03 09/2 — Moss 04/02/2014 (Page 480) Er+ow,.- i 004540 00 00 00 Minority Business se GoalnQ Agreement — Moss (Pages 482-644) a NA 00 61 25 0062 13 Certificate of Insurance- Moss (Page 645-672) Performance Bondn 07/01/2011 i i�z nn�4 00 62 19 007200 00-73-00 Payment Boo Maintenance Bond- Moss Pages (673-680) Gore., i Conditions c,,pp e,..,e,.4 ffy C na; iefi, ni i�z 01/31/2012 i i ii T 07,101,12 i nn� insti-.,etiers t Bidders 031,20,120nn 00 41 00 Bid Fe nn inv�rvznv�4 00 42 43 Proposal Form Unit Price — Wrangler (Pages 681-683) 05/22/2019 00 45 26 Contractor Compliance with Workers' Compensation Law — 04/02/2014 Wrangler (Page 684) 00 00 00 Agreement — Wrangler (Pages 686-847) NA 00 61 25 Certificate of Insurance- Wrangler (Page 849) 07/01/2011 00 62 19 Maintenance Bond- Wrangler (Page 850-856) 01/31/2012 007308 mini 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 Division 01- General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 01�o Preconstruction Meeting D-aleetMeeting 0132 3? Pr-ee nstpdeti r vide 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 60 00 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operation and Maintenance Data 01 78 39 Project Record Documents 00 00 00 TABLE OF CONTENTS Page 2 of 5 Last Revised 12/20/2012 08/30/2013 08/30/2013 08/30/2013 08/30/2013 03/20/2020 07/01/2011 07/01/2011 07/01/2011 03/20/2020 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 04/07/2014 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: htti):Hfortworthtexas.aov/tvw/contractors/ or httvs:Hapus.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 26053-3 Raee,. ays and Boxes f ,- left Taal fi s4ems Last Revised 12/20/2012 12/20/2012 02/02/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 00 00 00 TABLE OF CONTENTS Page 3 of 5 7605 �-�� a Duels ^tea Raee s f 1~'lo n7/n1 /20 av-v7� �I OIT�A1.li� �tN� . �1j�2ii�S m�vzz 26055.0 E .n' i�"i�Uxi; ^ ' vcrz-vrcozv Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 3 1�r�3 Beffe o i /0 4�0 11 01 /o Q�13 �8 �iYT1...(rII�.I,1�TI�tS 31 25 00E-roysion and Sediment Control 12/20/2012 3136 3137 Ripr-ap 171 /7 z Division 32 - Exterior Improvements Z7�2 01 1-8 TTcrri"'�"pefafy"" ,kcp.W.t-%vi,,. 17/7r Q0/z20i2 32 01 29 Concrete Paving Repair Base Ceiffses 12/20/2012 117/7�12 32112-3 32 11 29 Flexible Lime Treated Base Courses 12/20/2012 Z7�-3 Ea�nt Trza4ed Base C,,,,,.^o^ 17/7�Q Z7�T 27� Liquid d Ec�1 Ft li er Asphalt n4/�t5 12/7rc�-20//i012 27� Pa-y n,. Asphal Ratting O-aek Sealants 17/7r QO//i012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 2'�rz'4- 1.6 Ifick U%Iit A -A-- ng 12 /'�tz H32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 32 1 7 7 c �n-z� 3231 3 Pavement Markings Cuff A ddf:ess Painting Chain > enees a -a C_ 11/22/2013 1 1 104 /2013 rn-�r�m� 17 /7�12 32316 323129 Z7�-3 Wife > enees a -a Gates Weed Fenees and Gates Cwt ix Dlae-ComAm'.�o Retaining Walls 12/7�12 1�/0ii 86,105/201$ 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 3303 10 €'gfwo Pumpng afExisting Sewer- Systems 12/�ti 33 04 10 1 1 joint Bending and Q R)alJoarJ.3n C.,,-.-esio.,, Tort r2420r2012 12QO/2012 33 04 3304 12 Cei+#el Sta4ie is Magnesium Anode Cathodic Protection System T^,. ,1 ^^ 12/20/2012 1�n 33 04-39 33 04 40 per-afy Wale. Se Cleaning and Acceptance Testing of Water Mains 07/no 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 3305 1-2 Utility Trench Excavation, Embedment, and Backfill Wa4e . Line Lowering 12/12/2016 17 /7�12 CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 00 00 00 TABLE OF CONTENTS Page 4 of 5 3305 13 1 Frame, Cover and Grade Rings — Cast Iron C,a 01/22/2016 n�1 3305 .1n- _;r Cover- and e Rings Composite Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 2/2016 3305 14 '2'2�0 Grade [7.,, (''.,ne -ete 12/20/2012 12/'f 3305 17 Water- Concrete Collars z 12/20/2012 12 /�12 3305 33 05 24 3305 Attgef Ber-ing Ttma3l Lhonx Pate Stool Casing Pipe 12/�12 1�/�12 1�/2n/2012 33 05 2- T✓--v�-z� 33 05 2n �T 33 05 26 e installation ofGa r- e. Pipe i Cris.. e. Ttmnel I : . Ul to Utility Markers/Locators r�-avravzz 06/19/2013 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl (PVC) Pressure Pipe 11/16/2018 33 11 i1Chloride G.aillrv�I. Aras,,,.e Pipe, Bar- Wrapped, Stool Cylinder- Type i2'Qr�Q0/20Q M_ 1 1 1 I 12uf e.1 Steel Pipe .,.•..1 Fi#it g 12L2z 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 1220 22� Resilient Seated Gate Valve U„tte,-fiy 12/20/2012 12L2 33 1225 33 123.0 V.,1y AWNVA Rtibbe,- Seated Connection to Existing Water Mains Combination Air- Valve Assemblies for- Potable Water- Sysie z 02/06/2013 12QO/2012 33 1240 Fire 01/03/2014 33 12 33 12 GHyC��rdrants waloY MV�.a Stations V , Standard Blow Assembly 1'l/7z QO/2012 06,11 3 M— 31 12 off ye C'ufe.l i Dl.,ee Pipe (CIPP) 12/7 z M_ 31 Fiberglass Rein f .-ee.a Pipe for- C`_,a-y ty Eanhoai°j' s 17/7 z 33 31 3 High Density Del.,ett,.,le,.e (I-IDPE) Pr„ or f'r.�rrtc�t�;er 11 /7 z 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 Del.,,,;,•,,,! Chloride (PVC) Closed Profile Gfa-,; t., Eanhav Sewei 12/-20/2012 Ripe �� S �;t Se,. I ��r i* .�r�rtg 17/20/201� �12 32� 3331 0 Q•,,+ -- r Pirw E*Iai-gement San taf Sewer- Se« :ee Cenne t;eifis .,,,.7 Selfy ee I ; e 12/rc�-20/z2012 04L26/20113 33 31 7-0 3339 10 Ce, .ina&)n Air- Valve for- S. a;t. y Sewer- Fe.ee Mai Cast -in -Place Concrete Manholes r1 2,/=nr20z2 12/20/2012 33 39 20 333930 Precast Concrete Manholes Fiberglass Manholes 12/20/2012 12,L20/2012 ZZ�O 33 39 60 Waste,.,.,te,. neeess Chamber- (3AL C) Epoxy Liners for Sanitary Sewer Structures 1�/�12 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 1-1 33-} 4�1 1�� High Density Uel.,etl,.,le,.e (I-IDPE) Pip €er-&orw Duerr. Reinf ,-ee.a Delyetl,le,.e (SRP ) Pipe 1'l'�Q 1 1 /1 5 �-2 33-`ttlrt1V 33464 Subdr-ail mzmD 11 /' z 07 /01 /201 1 33 46 Treaak. Diu�tis 07 /no 1�1 CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 2 2�0 Ga;Y+Is � D Manholes an BoxesT,metief oxes . „� 1\R 33 49 49 ,Stcww. Dmirage uo..,l..,.,lls a -a W,,.,...,.,lls Division 34 - Transportation 34 4 1 1-3 Removing Tm iz Signals 34 41 1-5 Reetangcil.r Rafi.d Flashing 3 n� Pedest Hybrid C'igfi ing Be .� 1 -ia- 34 41 Readw}' -k1um. kWe.9 Mies Assemblies 34 4120.01 AAef:ial LED Roadway r 3n n�02 Ff:ee.. ay LED D.,.,dw ., T_/,in. �v�rrs 3471 13 Traffic Control Appendix 00 00 00 TABLE OF CONTENTS Page 5 of 5 i1 ni1�5 1 ii M5 02 0i/20 Q 1111 P13 12/7z Q0/20i2 1 1 i�i3 1 11 7 2013 1 '1 Plz 0611 5 06/1�1-5 06/1�15 02i 6 11 /22/2013 G -4.J1 Ac�lulity FG-402 &a&-m %se .-ad Physieal Conditions Fib-406 IhzGrI etis >rp.,;,.efff en4 1 Condition , t Site GC-6.09 Permits and Utilities GG 6. 1 P1,%Nk-9anFArZatian GR-01 60 00 Product Requirements GR-01 60 00 City of Fort Worth Water Department Standard Product List GR-01 60 00 City of Fort Worth Transportation & Public Works Standard Product List END OF SECTION CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 00 00 00 TABLE OF CONTENTS Page 6 of 6 Appendix CG4.01 Wailaylib,-ef-L� CG4.02 Fmbo Irf-ae"Yxl Phy: Fib-4.✓I Undcgroux GG 4.06 lk�zardouo L;1,--\qmafft.,1 Condition t Site GG 6.0-9.D Minority and Women Owned Business Effter-pr-ise Complianee GG 6.07 Iyago w'- GC-6.09 Permits and Utilities GC—E.21 N isccirsinati.aff GR-01 60 00 Product Requirements GR-01 60 00 City of Fort Worth Water Department Standard Product List GR-01 60 00 City of Fort Worth Transportation & Public Works Standard Product List END OF SECTION CITY OF FORT WORTH HCA Behavioral Health Hosipital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 DocuSign Envelope ID: 2BDF5917-724D-4DFF-8B76-6D329F42BBE7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 4 3211.0400 Hydrated Lime 32 11 29 TN 13.3 5 3211.0501 6" Lime Treatment 3211 29 SY 739 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $154.15 $2,050.201 $2.92 $2,157.881 1 1 $4,208.08 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 Form Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: 2BDF5917-724D-4DFF-8B76-6D329F42BBE7 00 42 43 DAP - BID PROPOSAL Page 4 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS $4,208.081 1 Total Construction Bid $4,208.08 1 This Bid is submitted by the entity named below: BIDDER: Brown Excavating Inc. PO Box 8599 Fort Worth, TX 76124-0599 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Brian Brown o... S,g—cy: TITLE: oP�s" DATE: 9/25/2023 END OF SECTION 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of 1st Doc Review Bid Proposal_DAP.xIs DocuSign Envelope ID: 8D4158OA-9582-42D5-BF72-14BBOD58DC35 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 9 3291.0100 Topsoil 3291 19 CY 58 10 3292.0100 Block Sod Placement 3292 13 SY 519 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $22.66 $1,314.281 $5.85 $3,036.151 1 1 $4,350.43 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.,ds DocuSign Envelope ID: 8D4158OA-9582-42D5-BF72-14BBOD58DC35 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 4 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity Bid Summary UNIT IV: PAVING IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: Clean Scapes-Austin, LLC PO Box 203070 Austin, Tx 78720 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: George Lindenberg 6e ry, I inn cl 11nLl r�, TITLE: W;Wk i Tricipal DATE: 9/26/2023 END OF SECTION Bidder's Proposal Unit Price Bid Value $4,350.43 1 1 $4,350.43 1 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of Iat Doe Review Bid Proposal_DAP.xIs DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page I of4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3305.0109 Trench Safety 3305 10 LF 1321 2 3312.2203 2" Water Service 3312 10 EA 2 3 3311.0041 4" Water Pipe 3311 12 LF 13 4 3311.0141 6" Water Pipe 3311 12 LF 83 5 3311.0461 12" PVC Water Pipe 3311 12 LF 1321 6 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 4.068 7 3312.2802 4" Water Meter and Vault 32 12 11 EA 2 8 3312.3002 6" Gate Valve 33 12 20 EA 4 9 3312.3003 8" Gate Valve 33 12 20 EA 1 10 3312.3105 12" Cut -in Gate Valve 33 12 20 EA 2 11 3312.3005 12" Gate Valve 33 12 20 EA 5 12 3312.0001 Fire Hydrant 33 12 40 EA 2 13 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 3 14 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 146 15 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 27 TOTAL UNIT I: WATER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $2.00 $2,642.001 $6,281.00 $12,562.001 $30.00 $390.001 $43.50 $3,610.501 $112.50 $148,612.501 $6,029.50 $24,528.001 $48,100.00 $96,200.001 $2,136.00 $8,544.001 $3,537.00 $3,537.001 $6,500.00 $13,000.001 $5,276.401 $26,382.00 $6,761.00 $13,522.00 $8,190.00 $24,570.001 $100.00 $14,600.001 $45.00 $1,215.001 $393,915.00 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of I sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 2 of4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3301.0002 Post -CCTV Inspection 3301 31 LF 289 2 3301.0101 Manhole Vacuum Testing 3301 30 EA 2 3 3305.0109 Trench Safety 3305 10 LF 289 4 3331.4115 8" Sewer Pipe 3331 20 LF 289 5 3305.0112 Concrete Collar 33 05 15 EA 1 6 3305.0113 Trench Water Stops 33 05 15 EA 2 7 3339.1001 4' Manhole 33 39 10 EA 1 8 3339.1003 4' Extra Depth Manhole 33 39 10 VF 11 9 3339.0001 Epoxy Manhole Liner 33 39 60 VF 17 10 3305.0204 Imported EmbedmenUBackfill, Crushed Rock 33 05 10 CY 6 11 3305.0202 Imported EmbedmenUBackfill, CSS 33 05 10 CY 34 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $2.00 $578.001 $175.00 $350.001 $2.00 $578.001 $91.50 $26,443.501 $400.001 $400.001 $2,000.00 $4,000.001 $13,471.00 $13,471.001 $340.00 $3,740.001 $300.00 $5,100.001 $45.00 $270.001 $100.00 $3,400.001 $58,330.50 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of I sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 343 2 0241.1000 Remove Conc Pvmt 0241 15 SY 739 3 3201.0616 Conc Pvmt Repair, Arterial/Industrial 3201 29 SY 739 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $6.40 $2,195.20 1 $15.84 $11,705.761 $105.02 $77,609.781 $91,510.74 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.,ds DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E 00 42 43 DAP - BID PROPOSAL Page 4 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS $393,915.00 UNIT II: SANITARY SEWER IMPROVEMENTS $58,330.50 UNIT IV: PAVING IMPROVEMENTS $91,510.741 1 Total Construction Bid $543,756.241 This Bid is submitted by the entity named below: BIDDER: Moss Utilities, LLC 11050 Ables Lane Dallas, TX 75229 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Shawn Lain DxuS1 . by: wvd TITLE: �oeE8PC13I... DATE: 9/25/2023 END OF SECTION 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of Iat Doe Review Bid Proposal_DAP.xIs DocuSign Envelope ID: 1594B752-9073-4EA2-9687-A3CF7A318E35 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 6 3213.0403 8" Concrete Driveway 32 13 20 SF 3213 7 3213.0301 4" Conc Sidewalk 32 13 20 SF 3378 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $10.54 $33,865.021 $5.41 $18,274.981 1 1 $52,140.00 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 Form Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: 1594B752-9073-4EA2-9687-A3CF7A318E35 00 42 43 DAP - BID PROPOSAL Page 4 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS $52,140.001 1 Total Construction Bid $52,140.00 1 This Bid is submitted by the entity named below: BIDDER: Wrangler Concrete Construction LLC 204 McAlister Road Burleson, TX 76028-0901 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Mark Hall noeuaig—by: <Signature Here>F TITLE: PM DATE: 9/25/2023 END OF SECTION 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of Iat Doe Review Bid Proposal_DAP.xIs DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 AGREEMENT BETWEEN OWNER AND DESIGN BUILDER FOR WORK ON A COST -PLUS -FEE BASIS WITH A GUARANTEED MAXIMUM CONTRACT PRICE (GMP) THIS AGREEMENT is effective the loth day of February, in the year 2022, by and between the following Owner and Design Builder, as it relates to the Project identified below: OWNER: OWNER'S PROJECT NO. Medical Citv Healthcare 2847000001 (Identify by legal name, d/b/a name and address of facility hereinafter referred to as "Owner"). Medical City Healthcare Three Galleria Tower 13155 Noel Road, Suite 2000 Dallas, TX 75240 DESIGN BUILDER OWNER'S PURCHASE ORDER NO. (Identify by legal name and address hereinafter referred to as "Design Builder"). The Whiting -Turner Contracting Company 300 East Joppa Road Baltimore, MD 21286 PROJECT: VENDOR NO. (Identify by name, number(s), and address hereinafter referred to as "Project") Med City Alliance Behavioral Health - New Facility #2847000001 3250 Alliance Town Center Fort Worth, TX 76244 Long Form Owner -Design Builder Agreement April 2014 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 TABLE OF CONTENTS Page ARTICLE 1 GENERAL OBLIGATIONS................................................................... 1 1.1 Parry Relationships................................................................................................. 1 1.2 Owner's Representatives........................................................................................ 1 1.3 Design Builder's Representatives........................................................................... 3 1.4 Interpretation........................................................................................................... 4 1.5 Definitions...............................................................................................................5 1.6 Design Builder's Representations......................................................................... 12 1.7 Estimated Guaranteed Maximum Price................................................................ 13 1.8 Assurance of Performance.................................................................................... 13 ARTICLE 2 CONTRACT DOCUMENTS AND OTHER INFORMATION........ 14 2.1 The Contract Documents..................................................................................... 14 2.2 Owner -Furnished Information and Project Related Records ................................ 16 2.3 Monthly Status Report.......................................................................................... 16 2.4 Design Builder's Service Records........................................................................ 17 2.5 Design Builder's Work Records........................................................................... 18 2.6 Consistency Among Contract Documents............................................................ 19 ARTICLE 3 INSURANCE AND BONDS..................................................................19 3.1 General Requirements........................................................................................... 19 3.2 Certificates of Insurance....................................................................................... 21 3.3 Additional Insureds............................................................................................... 21 3.4 Duration of Coverage............................................................................................ 22 3.5 Adjustment of Losses............................................................................................ 22 3.6 Professional Liability............................................................................................ 22 3.7 Commercial General Liability.............................................................................. 22 3.8 Automobile Liability............................................................................................. 23 3.9 Workers' Compensation....................................................................................... 24 3.10 Umbrella/Excess Liability.................................................................................... 24 3.11 Subcontractor Furnished Bonds............................................................................ 25 ARTICLE 4 CONTRACT TIME................................................................................ 26 4.1 General..................................................................................................................26 4.2 Contract Time....................................................................................................... 26 4.3 Conditions Precedent to Services.......................................................................... 26 4.8 Construction Schedule.......................................................................................... 26 4.9 Recovery Plan....................................................................................................... 28 4.10 Working Schedule................................................................................................. 28 ARTICLE 5 DESIGN SERVICES.............................................................................. 30 5.1 In General.............................................................................................................. 30 5.2 Service Related Taxes and Licenses..................................................................... 30 5.3 Design Services in General................................................................................... 30 Long Form Owner -Design Builder Agreement April 2014 it DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 5.4 Development of Estimated GMP......................................................................... 32 5.6 Design Development Documents......................................................................... 32 5.7 Construction Documents....................................................................................... 33 5.8 Intellectual Property Rights.................................................................................. 34 5.9 Design Builder's Assistance in Owner -Vendor Selection .................................... 35 5.10 Air Quality............................................................................................................ 36 ARTICLE 6 PERFORMANCE OF THE WORK ..................................................... 39 6.1 General Performance Obligations......................................................................... 39 6.2 Supervision of the Work....................................................................................... 39 6.3 Planning the Work................................................................................................ 39 6.4 Use of the Site....................................................................................................... 40 6.5 Work Related Taxes, Fees, Permits, Licenses, Royalties, Patents, and Notices.. 41 6.6 Compliance with Applicable Laws....................................................................... 42 6.7 Owner's Rights to Stop and to Perform the Work ................................................ 42 6.8 Testing and Inspection of Work............................................................................ 43 6.9 Substantial Completion......................................................................................... 44 6.10 Final Completion.................................................................................................. 45 6.11 Warranty............................................................................................................... 47 6.12 Correction of Work Warranty............................................................................... 48 ARTICLE 7 CONTRACT PRICE AND PAYMENTS ............................................. 50 7.1 Design Builder's Services Fee.............................................................................. 50 7.2 GMP Proposal....................................................................................................... 50 7.3 Guaranteed Maximum Price................................................................................. 51 7.4 Contract Price........................................................................................................ 51 7.5 Direct Cost of the Work........................................................................................ 51 7.6 Self -Performed Work Price................................................................................... 53 7.7 Fixed General Conditions Cost............................................................................. 53 7.8 Reimbursable General Conditions Cost................................................................ 55 7.9 Design Builder's Work Fee.................................................................................. 58 7.11 Schedule of Values............................................................................................... 58 7.12 Applications for Work Related Payment.............................................................. 59 7.13 Review, Approval, and Payment.......................................................................... 60 7.14 Retainage...............................................................................................................62 7.15 Stored Materials.................................................................................................... 63 7.16 Title of Work......................................................................................................... 63 7.17 Disbursement of Payments................................................................................... 64 7.18 Final Payment....................................................................................................... 64 ARTICLE 8 CONTRACT ADJUSTMENTS............................................................. 66 8.1 Changes in Work................................................................................................... 66 8.2 Work Change Requests......................................................................................... 66 8.3 Work Change Orders............................................................................................ 67 8.4 Change Directives................................................................................................. 67 8.5 Field Directives..................................................................................................... 68 Long Form Owner -Design Builder Agreement April 2014 iii DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 9 DISPUTE RESOLUTION AND CLAIMS ........................................... 69 9.1 General..................................................................................................................69 9.2 Disputed Design Change Authorizations.............................................................. 69 9.3 Suspension, Delay, and Disruption....................................................................... 69 9.4 Acceleration and Premium Time.......................................................................... 71 9.5 Negotiation............................................................................................................71 9.6 Dispute Resolution................................................................................................ 72 9.7 Claims................................................................................................................... 72 9.8 Making Claims...................................................................................................... 72 ARTICLE 10 DEFAULT AND TERMINATION....................................................... 74 10.1 Termination by Design Builder............................................................................ 74 10.2 Termination for Causes Beyond either Party's Control ........................................ 74 10.3 Termination by Owner for Cause......................................................................... 75 10.4 Termination for Convenience............................................................................... 76 10.5 Bankruptcy............................................................................................................77 ARTICLE 11 SUBCONTRACTORS, SEPARATE CONTRACTORS, LENDERS ANDOTHERS................................................................................................................ 78 11.1 Selection of Consultants....................................................................................... 78 11.2 Consultant Agreements......................................................................................... 78 11.3 Use of Consultants................................................................................................ 80 11.4 Designers...............................................................................................................80 11.5 Selection of Subcontractors.................................................................................. 80 11.6 Subcontract Requirements.................................................................................... 82 11.7 Use and Coordination of Subcontractors.............................................................. 83 11.8 Separate Contractors............................................................................................. 84 11.9 Claims Between Design Builder and any Separate Contractor ............................ 85 11.10 Lenders..................................................................................................................85 ARTICLE 12 SAFETY INDEMNIFICATION............................................................ 87 12.1 Health and Safety.................................................................................................. 87 12.2 Hazardous Materials............................................................................................. 89 12.3 Indemnification..................................................................................................... 90 ARTICLE 13 MISCELLANEOUS............................................................................... 92 13.1 Notices.................................................................................................................. 92 13.2 Choice of Law....................................................................................................... 92 13.3 Assignment........................................................................................................... 92 13.4 Successors............................................................................................................. 92 13.5 Publicity and Confidentiality................................................................................ 93 13.6 Survival.................................................................................................................94 13.7 Original Counterparts............................................................................................ 94 13.8 Use of Electronic Files Provided by the Design Builder or his Consultants ........ 94 [End of Table of Contents] Long Form Owner -Design Builder Agreement April 2014 1v DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 INDEX OF DEFINED TERMS Abnormal Adverse Weather Conditions 5 Acceleration Order 5 Agreement 5 AIA 36 Applicable Law 5 CCIP 20 Certificate of Occupancy 5 Certificate of Substantial Completion 5 Change Directive 5 Change Order 5 Change Request 5 Change Request Log 5 Claim 6 Claim Incident 6 Commencement Dates 6 Confidential Information 6 Construction Schedule 10 Consultant 6 Contract Documents 6 Contract Price 6 Contract Time 6 Contractor i Coordination Drawings 6 Defect in Design 6 defective Work 48 Delay 6 Design Build Agreement 5 Design Builder 7 Design Builder Guidelines and Design Criteria 10 Design Builder's Certificates of Insurance2l Design Builder's Monthly Status Report 7 Design Builder's Project Staff 3 Design Builder's Project Team 7 Design Builder's Representative 3 Design Builder's Senior Representative 3 Design Builder's Services Fee 7 Design Builder's Work Fee 7 Design Change Authorization 7 Design Development Documents 7 Design Development Meeting 7 Long Form Owner -Design Builder Agreement April 2014 Page Design Documents 7 Designer 7 Differing Site Condition 8 Direct Cost of the Work 8 Direct Personnel Expense 8 Disrupt or Disruption 8 Drawings or Plans 8 Emergency 8 Excusable Delay 8 Existing Conditions 8 FF&E Contractor 8 Field Directive 8 Final Completion 9 Final Payment 9 Force Majeure 9 Funding Memo 9 Hazardous Material 9 ICRA 9 ICRA Plan 36 Immigration Reform and Control Act 42 Indemnities 90 Infection Control Risk Assessment 9 Information Systems 9 Intellectual Property 9 Interim Lien Waiver and Release Upon Payment 60 ISO 20 Lender 9 Microbial 9 Modification 9 Monthly Status Report 17 non -conforming Work 48 OFE 9 Owner i Owner Furnished Equipment 9 Owner's Construction Manager 2 Owner's Consultant 9 Owner's Design Guidelines and Design Criteria 10 Owner's Design Standards 13 Owner's Drawing Checklist 10 v DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 Owner's Engineering and Facility Management Standards 13 Owner's Interior Design Guidelines 13 Owner's Requirements 10,13 Owner's Senior Representative 2 Phase 10 Phasing Plan 10 Product Information 10 Progress Documents 10 Project i, 10 Project Budget 10 Project Program 10 Reimbursable General Conditions Cost I 1 Schedule of Values I 1 Schematic Documents Self -Performed Work Self -Performed Work Price Separate Contractor Services Site Space Program Stand -Up Review Meeting Subcontractor Substantial Completion Term of Service Work Work Day [End of Index of Defined Terms] Long Form Owner -Design Builder Agreement April 2014 11 11 11 11 11 11 11 11 12 12 12 12 12 vl DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 The Owner and Design Builder agree as follows: ARTICLE 1 GENERAL OBLIGATIONS 1.1 Relationship of the Parties 1.1.1 This Agreement creates a contractual relationship between Owner and Design Builder. Owner and Design Builder shall act at all times in the best interest of the Project consistent with Applicable Law. 1.1.2 Owner and Design Builder shall deal with each other in a professional manner, and attempt to communicate, cooperate, and expeditiously reconcile any matter that may affect the proper execution and timely completion of the Project. 1.1.3 The Contract Documents create a contractual relationship between Owner and Design Builder. No employee, officer, member, parent, subsidiary, or affiliate of Owner shall be individually or jointly responsible to Design Builder for any obligation arising out of or related in any way to the Contract Documents. 1.1.4 Owner and Design Builder shall not be considered partners, joint venturers, or any other type of joint enterprise. 1.1.5 Design Builder shall be considered an independent contractor with respect to the Project, Site and all Work performed under this Agreement. 1.1.6 Design Builder shall be a fiduciary to Owner in connection with the Direct Cost of the Work, Reimbursable General Conditions Cost, recommendations of Subcontractors, and the proper performance of the Work. 1.1.7 Nothing in the Contract Documents is intended to create a contractual, legal, or equitable relationship between either Owner or Design Builder and any other third party entity or person, including any Subcontractor, Designer, or Separate Contractor, unless such person or entity is specifically identified and described in the Contract Documents as an intended third - party beneficiary. 1.1.8 Owner shall be considered an intended third -party beneficiary of any obligation owed by any sub -consultant or Subcontractor to Design Builder in connection with the Services or the Work. 1.2 Owner's Representatives 1.2.1 Owner's Senior Representative shall supervise Owner's Construction Manager. Owner may replace Owner's Senior Representative upon notice to Design Builder. Long Form Owner -Design Builder Agreement April 2014 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 Owner's Senior Representative shall be: Clint Russell One Park Plaza, Building 2-3E Nashville, TN 37203 (615) 344-1137 (office) (fax) clinton.russell(a,hcahealthcare.com (e-mail) 1.2.2 Owner's Construction Manager shall primarily represent Owner in the administration of Owner's obligations in relation to the Services and Work. Owner may replace Owner's Construction Manager upon notice to Design Builder. Owner's Construction Manager shall be: Todd Curry 3545 Park Plaza Nashville, TN 37203 (615) 344-2534 (office) (fax) todd.currvnhcahealthcare.com (e-mail) 1.2.3 The Owner's Construction Manager will serve as the Owner's primary representative. 1.2.4 The following persons, and only the following persons, shall have authority to individually bind Owner to Modifications, but only to the extent indicated: (a) The Owner's Construction Manager, Owner's Senior Representative, Owner's Vice President of Design and Construction, and Owner's Executive Vice President shall share authority to individually bind Owner to any Modification resulting in a gross adjustment to the GMP of $25,000 or less that does not affect the Contract Time. (b) The Owner's Senior Representative, Owner's Vice President of Design and Construction, and Owner's Executive Vice President shall share authority to bind Owner to any Modification resulting in a gross adjustment to the GMP between $25,000 and $500,000. (c) The Owner's Vice President of Design and Construction and Owner's Executive Vice President shall share authority to bind Owner to any Modification resulting in a gross adjustment to the GMP of more than $500,000. 1.2.5 The Owner may designate one or more consultants or representatives to carry out certain functions in connection with the Project, including functions concerning the Site, surveys, utilities, Design Documents, ICRA program, applications for payment, schedules, tests, inspections, and audits. The use, actions, or omissions of any Owner -designated consultant shall not in any way relieve, excuse, or otherwise waive any obligation of Design Builder under the Long Form Owner -Design Builder Agreement April 2014 2 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 Contract Documents. In no event shall any Owner -designated consultant have authority to bind Owner to Design Builder. 1.3 DesiLrn Builder's Representatives 1.3.1 Design Builder's Representative shall have the authority and responsibility to cause the timely and proper performance of Design Builder's obligations under the Contract Documents, except for any obligations reserved solely for Design Builder's Senior Representative. Design Builder's Representative shall have substantial knowledge, training, skill, experience, and expertise to properly design plan, schedule, coordinate, budget, manage, administer, supervise, and direct the performance of the Work. Design Builder's Representative shall be: Brent Schoolfield 301 South Henderson Fort Worth, TX 76104 (817) 725-7700 (office) (fax) brent.schoolfield(a,whitin2-turner.com (e-mail) 1.3.2 Design Builder's Senior Representative shall have the sole authority and responsibility to oversee the performance of Design Builder's Representative. Design Builder's Senior Representative shall be: Evan McKee 5800 Granite Parkwav, Suite 300 Plano, TX 75024 (469) 429-0800 (office) (fax) evan.mckee(a,whitin2-turner.com (e-mail) 1.3.3 "Design Builder's Project Staff' is identified in the Staffing Plan, which is attached hereto as Exhibit H-1 and incorporated herein by reference. 1.3.4 Design Builder shall not replace Design Builder's Representative or any member of Design Builder's Project Staff without Owner's written approval, which shall not be unreasonably withheld. Design Builder shall notify Owner of Design Builder's intention to replace any member of Design Builder's Project Staff at least 30 days in advance of making the replacement. Design Builder's request shall specifically identify the replacement candidate and state his or her qualifications in detail. Design Builder shall provide a smooth and orderly transition between all replacement personnel, so as not to cause Delay or Disruption to the Work or to the Project. 1.3.5 Notwithstanding anything to the contrary in the Contract Documents, Owner may require replacement of Design Builder's Representative or any member of Design Builder's Long Form Owner -Design Builder Agreement April 2014 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 Project Staff should Owner believe reasonable grounds exist to replace such person. Design Builder shall promptly replace any person identified by Owner pursuant to this subparagraph. 1.3.6 Design Builder shall comply with Paragraph 1.3.4 in the event Design Builder's Representative or any member of Design Builder's Project Staff terminates their employment with Design Builder before completion of the Work. 1.4 Interpretation 1.4.1 This Agreement, and those documents incorporated by reference or made an exhibit hereto, form the entire and integrated agreement between Owner and Design Builder concerning the Project. This Agreement shall supersede all prior and contemporaneous agreements, negotiations, representations, statements, courses of dealing, and understandings between Owner and Design Builder, whether written or oral, as to all matters arising out of or related in any way to the Project. This Agreement shall only be modified by a writing signed by each parry. 1.4.2 No person employed by or acting on behalf of either the Owner or Design Builder shall have authority to amend, modify, change, vary, add to, deduct from, or waive any right or obligation under the Agreement, except as provided in Article 8. No prior waiver of any right or obligation under the Agreement shall constitute a waiver or course of conduct, performance, or dealing as to any other right or obligation under the Contract Documents. 1.4.3 Wherever possible, each provision of this Agreement shall be interpreted in a manner that is consistent, without conflict, and enforceable under the Applicable Law. 1.4.4 In the event any provision of this Agreement is determined to be unenforceable by any court or arbitrator, it shall be deemed severed from the Agreement, and all other provisions of the Contract Documents shall remain in force. 1.4.5 Words and phrases shall be assigned their common meaning, unless a different meaning is provided or customarily recognized by those regularly engaged in the design or construction industry. 1.4.6 No inference or presumption shall be drawn against either party as drafter of this Agreement, which reflects an arms' length commercial transaction between two sophisticated parties. 1.4.7 Headings, captions, and other titles of divisions, sections, articles, paragraphs, subparagraphs, and clauses in this Agreement are for convenience only and not intended to define, limit, or expand the terms and conditions herein. 1.4.8 All personal pronouns contained in this Agreement, whether masculine, feminine, or neutral, shall include all other genders. The singular shall include the plural and visa versa. Use of the words "including" shall not limit any general statement, term, or matter to the specific items listed. Use of a single modifier, such as "any" or "all," shall not limit the modified terms more than if such modifiers are used together. Long Form Owner -Design Builder Agreement April 2014 4 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 1.5 Definitions 1.5.1 The terms in this Paragraph shall be defined as indicated wherever capitalized in this Agreement. Additional definitions may be found in specific provisions of the Contract Documents. (a) Abnormal Adverse Weather Conditions are unusual weather conditions that cause Delay, and which could not be reasonably anticipated at the time of contracting based upon reliable climatic records for the area where the Project is located consistent with Exhibit A-4. (b) Acceleration Order is a written order issued by Owner to Design Builder to increase the progress or compress the time to perform any Phase or designated portion of Work. (c) Agreement (or "Design Build Agreement") is the executed version of this document signed by Owner and Design Builder, including any exhibits, schedules, forms, and attachments thereto, and any other documents incorporated therein by reference. (d) Applicable Law includes all Project related federal, state, and local laws, rules, codes, regulations, ordinances, restrictions, standards, conditions, permits, approvals, and requirements; all private covenants, plats, easements, restrictions, standards, conditions, approvals, and requirements; and all orders, rulings, judgments, and decisions of any governmental bodies or authorities having jurisdiction affecting, or otherwise relating to the Services, Services, Site, and Project. Applicable law also includes those standards or requirements adopted by Governmental agencies or accreditation bodies which impose minimum standards or codes in connection with the delivery of healthcare or operations of healthcare facilities or other economic benefits. (e) Certificate of Occupancy is any written document issued by a governmental or quasi - governmental authority having jurisdiction over the Project authorizing Owner's occupancy and use of the Project, or any Phase or designated portion thereof. (f) Certificate of Substantial Completion is a document signed by Owner and the Design Builder certifying agreement between them that the Project, or any Phase or designated portion thereof, has achieved Substantial Completion. (g) Change Directive is a written document prepared by Design Builder and signed by Owner that directs Design Builder to proceed with a Modification before Owner and Design Builder reach agreement on any resulting adjustment to the GMP or Contract Time or both. (h) Change Order is a written document executed by Owner and the Design Builder, which modifies or changes the Services, Work or Contract Documents. A Change Order may include additional Construction Documents. (i) Change Request is a written document by which Design Builder proposes to adjust the GMP or Contract Time or both for a potential modification to the Services or Contract Documents. 0) Change Request Log is a written document prepared by Design Builder and submitted to Owner on a monthly basis that fully, completely, and accurately reflects the then current status Long Form Owner -Design Builder Agreement April 2014 5 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 of Change Requests and Modifications, and forecasts all resulting known or anticipated time and cost effects identified by Owner and Design Builder. (k) Claim is any demand, assertion, or affirmation of right, made in good faith by Owner or Design Builder to the other, to adjust the GMP or the Contract Time, or to otherwise interpret any dispute between Owner and Design Builder arising out of or relating to the Agreement. (1) Claim Incident is any cause, condition, or event that will or reasonably may create or give rise to a Claim. (m) Commencement Date is the specific date set forth in the Key Terms Document or Phasing Plan upon which Design Builder may commence the entire Services. (n) Confidential Information is any information or document prepared by, for, or on behalf of Owner that is not generally known to the public, including (i) this Agreement; (ii) the Agreement; (iii) documents relating to the purchase, planning, and feasibility of the Project; (iv) Owner's Design Build Standards and Criteria; (v) drawings, details, documents or information provided by or through Owner in connection with the design, procurement, and construction of the Project; (vi) Design Documents; (vii) trade secrets and know-how; (viii) financial data; (ix) vendor, manufacturer, and supplier lists; (x) programming codes and source listings; and (xi) any other information or documents of any type, whether in printed or electronic form, that are either designated as "Confidential Information," or which Owner informs Design Builder is confidential, or Design Builder reasonably considers to be sensitive in nature. (o) Consultant is any person or entity that directly or indirectly contracts with or through Design Builder to furnish labor or services in connection with the Services, including any Design Builder, engineer, designer, equipment consultant, interior decorator, sculptor, or artisan of any tier. (p) Contract Documents are the documents identified in Paragraph 2.1 of this Agreement. (q) Contract Price is the total amount payable by Owner to Design Builder under the Agreement. (r) Contract Time is the period of time between the Commencement Date for the entire Services and the Substantial Completion Date for the entire Services. (s) Coordination Drawings are documents prepared by or for Design Builder to reflect the planned synchronization and harmonization of the Services in a specific area of the Site. (t) Defect in Design includes, but is not limited to, any failure of the build project to meet all requirements of the Applicable Law, and any errors, omissions, inconsistencies, or conflicts to the Owner's Requirements.. (u) Delay is any cause, condition, or event that, at the time of its occurrence, defers or postpones any of the times set forth in Paragraphs 4.4, 4.5 or 4.6 of the Design Build Agreement, or Substantial Completion beyond the Contract Time. Long Form Owner -Design Builder Agreement April 2014 6 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (v) Design Builder is the entity so identified on the cover -sheet of the Agreement, or any replacement Design Builder named by Owner. (w) Design Builder's Monthly Status Report is a written document prepared by Design Builder and submitted to Owner on a monthly basis that fully, completely, and accurately informs Owner of the then -current status of the Work. (x) Design Builder's Project Team is the group of individuals designated by the Design Builder to carry out the Work and Services for or on behalf of the Design Builder, including its employees, officers, principals, representatives, consultants, sub -consultants, and any other associated third party. (y) Design Builder's Design Fee is that figure or basis for payment agreed to by the Owner and Design Builder for Design Builder's Services under Exhibit A-1. (z) Design Builder's Construction Administration Fee is Design Builder's sole markup on the (i) Direct Cost of the Work; (ii) Self -Performed Work Price; (iii) Fixed General Conditions Cost; and (iv) Reimbursable General Conditions Cost, which includes Design Builder's profit, home office overhead, regional or area office overhead, financing, capital costs, and any other cost or expense directly or indirectly incurred by Design Builder in connection with the Work, Site, Project, or otherwise not specifically identified as either a Direct Cost of the Work, Self -Performed Work Price, Fixed General Conditions Cost, or Reimbursable General Conditions Cost under Paragraphs 7.5 through 7.8 of the Agreement. (aa) Design Change Authorization is a written document, prepared and executed in strict accordance with Article 8 of this Agreement, authorizing the Design Builder to modify the Project Program, revise approved Design Documents, adjust the Design Builder's Design Fee, or change the times set forth in Paragraphs 4.4, 4.5 or 4.6 of the Design Build Agreement. (bb) Design Review Documents are Drawings, Plans, Specifications, and other Design Documents that develop, clarify, and refine the design ideas in the approved Schematic Documents. (cc) Design Development Meeting is a meeting to discuss the specifics of each space in the Project. Those present include the equipment manager, architectural and engineering Consultants, interior designer, facility IT&S, facility department heads and staff, equipment vendors as required. In this meeting, the group will discuss equipment needs and placement, location of devices in each space, such as data outlets and medical gas, furniture placement review and casework design. (dd) Design Documents are all Drawings, Plans, Specifications, Concept Documents, Design Review Documents, and Construction Documents prepared by or for Design Builder in connection with the Project or under this Agreement. (ee) Designer is any person or entity, other than Design Builder who provides design services for or on behalf of Owner in connection with the Project, including any design builder, engineer, consultant, decorator, expert, sculptor, or artisan. Long Form Owner -Design Builder Agreement April 2014 7 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (ff) Differing Site Condition is a physical condition of the Site that was unknown and either subsurface, concealed, or latent at the time of execution of the Agreement, and which differs materially from the physical conditions (i) affirmatively indicated in the Contract Documents as to quality, character, and nature, or (ii) commonly found to exist in the area where the Site is located, and generally considered by ordinary prudent contractors in the vicinity of the Project as inherent for the types of construction activities required by the Agreement, so that the actual physical conditions encountered are considered anomalous in nature. (gg) Direct Cost of the Work is the actual costs and expenses Design Builder incurs as an immediate and proximate result of performing the Work, but only to the extent such costs and expenses are clearly and specifically within the cost categories set forth in Paragraph 7.5 of the Agreement. (hh) Direct Personnel Expense or DPE is the actual wages and salaries paid by the Design Builder and its Consultants to personnel directly performing Services in connection with the Project, including all state and federal taxes, insurance and normal employee benefits. (ii) Disrupt or Disruption is any cause, condition, or event that frustrates, hinders, impacts, or interferes with the performance of the Services, or the Services or results in inefficiencies or reduced productivity. Oi) Drawings or Plans are documents graphically or pictorially depicting all or a portion of the Services. (kk) Emergency is any sudden cause, condition, or event that affects or threatens to affect the safety of persons or property, whether on or off the Site, in connection with the Project. (11) Excusable Delay is any Delay of one (1) Work Day or longer for which Design Builder, or any person or entity for whom Design Builder is responsible, did not directly or indirectly cause, and Design Builder could not reasonably avoid or control through the exercise of ordinary care, which may include Delay caused by Owner, Force Majeure, abnormal adverse weather condition, or any Designer, Subcontractor, or Separate Contractor. (mm) Existing Conditions are the general and local conditions of the Project at the time of contracting, including conditions that relate to (i) the normal weather, seasons, and climate in the area of the Site; (ii) the availability, price, delivery, storage, and quality of materials and equipment; (iii) the availability, price, and skill of labor; (iv) the availability, price, and delivery of utilities; and (v) the surface, subsurface, patent, and latent conditions of the Site. (nn) FF&E Contractor shall be any Separate Contractor having a direct contract with Owner to install furniture, furnishings, and equipment, including but not limited to Design Builder -installed equipment, on the Project. (oo) Field Directive is a written order by Owner directing Design Builder to perform Services or Work that Owner reasonably believes is either required under the Agreement, or is a minor change, selection, instruction, or clarification in the Services or Work that does not affect the GMP or Contract Time. Long Form Owner -Design Builder Agreement April 2014 8 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (pp) Final Completion is the actual date upon which the entire Service is absolutely complete and in accordance with the Contract Documents, including the completion of all punch list items, and the correction or written acceptance by Owner of all Non -Conforming or defective Services. (qq) Final Payment shall be Owner's disbursement to Design Builder of the balance of the Contract Price. (rr) Force Majeure is any cause, condition, or event, which is beyond the control of Owner or Design Builder, or any person or entity for whom either is responsible, that could not reasonably be avoided or controlled through the exercise of ordinary care. (ss) Funding Memo is a document prepared and authorized by Owner setting forth the initial scope of the Project and the initial maximum Project Budget. (tt) Hazardous Material is any material, waste, substance, or chemical defined or regulated as a hazardous material, substance, or waste under any Applicable Law. (uu) ICRA refers to the "Infection Control Risk Assessment" which has been or will be conducted to determine the potential risk of transmitting infectious agents as a result of the Services and Project. (vv) Information Systems includes Owner furnished items to include, but not be limited to: computers, monitors, network equipment, printers, timeclocks, copiers, kiosk, fax machines, pharmacy dispensing units, etc. (ww) Intellectual Property is any recognized legal, equitable, or common law interest or right to intangible property, including without limit patents, copyrights, trademarks, trade names, service marks, trade secrets, and other similar proprietary information. (xx) Lender is a person or entity lending funds, if any, to Owner in connection with the design, procurement, construction, development, or ownership of the Project. (yy) Microbial is a microorganism with a bacterial, fungal, viral, or protozoal origin existing at the Site during or after performance of the Services, including mold, mildew, and bacteria in any form. (zz) Modification is a Change Order or Change Directive fully executed in strict accordance with Article 8 of the Agreement. (aaa) OFE ("Owner Furnished Equipment") is a material or equipment Owner furnishes for installation by Design Builder in accordance with the Contract Documents. (bbb) Owner's Consultant is any person or entity that directly or indirectly contracts with or through Owner to furnish labor or services in connection with the Services, including any Design Builder, engineer, designer, equipment consultant, interior decorator, sculptor, or artisan of any tier. Long Form Owner -Design Builder Agreement April 2014 9 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (ccc) Owner's Design Guidelines and Design Criteria (or "Design Build Standards and Criteria') are the most current compilation of Owner's Design Standards, Interior Design Guidelines, and Engineering and Facility Management Standards. (ddd) Owner's Drawing Checklist is a list of deliverables required at each phase of drawing submission. The Design Builder should provide a copy of the completed form to the Owner at each design submission. (eee) Owner's Requirements are any Project -specific design, construction, or performance expectations issued by the Owner to the Design Builder, apart from the Project Program, that are included in the Agreement. (fff) Phase is a designated portion of the Project for which Design Builder is required to achieve Substantial Completion in advance of or concurrent with Substantial Completion of the entire Services. (ggg) Phasing Plan is a written document initially prepared by Design Builder; coordinated by Design Builder and Owner; and approved by Owner that sets forth in detail the planned Phases of construction (if any), general sequences, and relative timing of the major construction activities, along with Owner's occupancy requirements. Design Builder shall be responsible for any temporary construction measures applicable for such Phases, including Service restrictions and the location and movement of areas for laydown, storage, cranes, parking, off-loading, traffic routes, partitions, signage, and barricades. (hhh) Product Information is any advertisement, brochure, catalog sheet, chart, diagram, descriptive material, illustration, instruction, graph, manual, product specification report, standard, test data, or other information that reflects the characteristics of any product, material, or equipment that Design Builder intends to use, install, or incorporate into the Work. (iii) Progress Documents are Construction Documents updated by Design Builder during the progress of the Services to reflect the actual in -place or "as -built" construction. 0J) Project is the planned design, procurement, and construction on the Site, of which the Services may constitute all or a part. (kkk) Project Budget is the maximum cost Owner intends to spend for the design, procurement, and construction of the Project. The initial Project Budget is set forth in Exhibit A- 7. (111) Project Program is a written document that generally identifies the intended use of the Project, financial limitations, time constraints, physical parameters, and legal restrictions affecting the Project. (mmm) Project Schedule is the detailed schedule prepared by the Design Builder, which includes Design Builder's planned progress, durations, sequences and timing of design activities and includes a critical path method ("CPM") schedule prepared by Design Builder using Primavera or equivalent software approved by Owner, for Design Builder's planned progress, Long Form Owner -Design Builder Agreement April 2014 10 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 logic, durations, sequences, and timing of all construction activities necessary to properly perform and complete the Services. (nnn) Reimbursable General Conditions Cost is the category of expenses set forth in Paragraph 7.8 of the Agreement for which the Design Builder may seek reimbursement such as certain utility costs, non -permanent construction and permit -related fees or costs. (000) Schedule of Values is a written document prepared by Design Builder that fairly and accurately apportions the expected Direct Cost of the Work, Self -Performed Work Price, Fixed General Conditions Cost, Reimbursable General Conditions Cost, and Design Builder's Fee to discrete items of Work for use in the review and approval of Applications for Payment. (ppp) Schematic Documents are Drawings, Plans, sketches, graphics, presentations, narratives, and other Design Documents that illustrate Design Builder's design ideas in terms of aesthetics, scale, use of space, and the Existing Conditions. (qqq) Self -Performed Work is any portion of the Work Design Builder performs with its own forces, or through Subcontractors wholly or partly owned by Design Builder or any of Design Builder's principals. Self -Performed Work does not include the purchase and supply of materials or equipment, unless agreed to in writing by Owner. (rrr) Self -Performed Work Price is the total amount payable by Owner to Design Builder for the performance and completion of all Self -Performed Work, as fixed in the Self -Performed Work Schedule. (sss) Separate Contractor is any person or entity, other than Design Builder, who contracts with Owner to perform work on the Site in connection with the Project. (ttt) Services are the activities, obligations, duties, and efforts Design Builder shall furnish to Owner to achieve the design and construction administration results required, implied, or reasonably inferred under the Agreement, including all labor, management, administration, coordination, approvals, licenses, observations, and reviews reasonably necessary to achieve such results. (uuu) Site is the general geographic area where the Project is located, and may include areas occupied by Owner or others, and areas designated for storage of materials and equipment. (vvv) Space Allocation Program is a document prepared during the funding phase of the Project that provides a room -by -room listing of spaces and room sizes anticipated in the Project. (www) Stand -Up Review Meeting is a meeting held at the end of the schematic design phase with the Design Builder, facility, equipment manager, design manager and other parties as required. An action item list is generated at this meeting of outstanding issues to be resolved before proceeding to the design development phase of the Project. The Design Builder will continue to meet with Owner until all items on the action item list have been resolved to Owner's reasonable satisfaction. Long Form Owner -Design Builder Agreement April 2014 11 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (xxx) Subcontractor is any person or entity, that directly or indirectly contracts with or through Design Builder to furnish labor, materials, equipment, tools, or services in connection with the Work, including any laborer, mechanic, sub -subcontractor, lessor, materialman, artisan, supplier, surveyor, vendor, or manufacturer of any tier. A first -tier Subcontractor is any Subcontractor directly contracting with Design Builder. (yyy) Substantial Completion ("Substantial Completion Date") is the actual date upon which the progress of the Work, or any Phase or designated portion thereof, is sufficiently complete in accordance with the Contract Documents, so that Owner may access, occupy, use, and enjoy the Work, or any Phase or designated portion thereof, for its intended purpose. Substantial Completion shall not occur until all required Certificates of Occupancy are issued, and only minor punch list items remain for such Work. (zzz) Term of Service is the time period in which Design Builder shall perform all Services and other obligations under the Contract Documents. (aaaa) Work consists of all labor, supervision, administration, management, materials, equipment, tools, machinery, instruments, supplies, temporary utilities, temporary facilities, inspections, tests, balancing, start-up, training, and services shown, or reasonably necessary, incidental, inferred, or typically provided on similar projects to achieve the construction results indicated under the Agreement. (bbbb) Work Day is any day in the Project Schedule upon which Design Builder has planned to perform Services. 1.6 Design Builder's Representations 1.6.1 By executing this Agreement, the Design Builder confirms and represents to Owner that: (a) The Design Builder has experience, skill, and competence in the design and construction administration of projects of the type, scope, complexity, size, cost, quality and time required by the Design Build Standards and Criteria, Project Program, and Project Budget; (b) The Design Builder has reviewed and become familiar with the Applicable Law relating to the Services; and (c) Design Builder has obtained the necessary licenses, certificates, and registrations required by the Applicable Law or the Design Build Agreement to fully, properly, and lawfully perform the Services, including those which relate to the design build form of project delivery. (d) Design Builder represents to Owner that it shall produce a functioning Project that achieves the objectives of the Owner, the Design Build Standards and Criteria, Project Program, and Project Budget. (e) All obligations under this Section shall survive Final Payment, and continue until time -barred under the Applicable Law. Long Form Owner -Design Builder Agreement April 2014 12 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 1.6.2 The Design Builder represents and warrants that the Design Builder shall complete the Project in accordance with the Owner's Design Build Standards and Criteria and that the Project will meet the Design Build Standards and Criteria and comply with, and be fit for, the particular purpose designated in the Owner's Design Build Standards and Criteria. The Design Builder further represents and warrants that the Design Builder has complied with, and adhered to: (a) Owner's Design Standards, which are identified in Exhibit U-1. (b) Owner's Interior Design Guidelines, which are identified in Exhibit U-2. (c) Owner's Engineering and Facility Management Standards, which are identified in Exhibit U-3. (d) Owner's Requirements, which are identified in Exhibit U-6. 1.7 Estimated Guaranteed Maximum Price 1.7.1 The Design Builder and Owner will agree on an estimated GMP consistent with Section 7.2. As referenced in Article 5, the Design Builder will furnish an estimated GMP at the completion of the Schematic Documents and sixty (60) days prior to Design Builder's issuance of the GMP proposal. 1.8 Assurance of Performance 1.8.1 In executing the Agreement, Design Builder represents to Owner that Design Builder has the ability, willingness, and resources necessary to fully perform its obligations under the Contract Documents. 1.8.2 Should Owner have reasonable grounds to doubt Design Builder's ability, willingness, or resources to perform any of Design Builder's obligations under the Contract Documents, Owner may request in writing that Design Builder provide written assurance of Design Builder's ability, willingness, and resources to perform all of its obligations under the Contract Documents. Such assurances may include issuance of a payment bond, loan commitment, irrevocable letter of credit, or other reasonable evidence that Design Builder has adequate finances in place to meet its obligations. 1.8.3 Design Builder shall provide Owner with written assurance of Design Builder's ability, willingness, and resources to perform Design Builder's obligations under the Contract Documents within ten (10) days of Owner's written request. 1.8.4 Should Design Builder fail to comply with this Paragraph 1.8.4, Owner may suspend all or part of the Work, terminate Design Builder for cause, or pay any past -due obligations of Design Builder by joint or direct payment to Design Builder's creditors if Design Builder fails to cure such non-compliance within seven (7) days of Owner's written notice thereof. If Owner exercises its joint payment rights, Design Builder shall transfer the portion of the joint payment to Design Builder's creditors within five (5) business days of its receipt. Long Form Owner -Design Builder Agreement April 2014 13 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 2 CONTRACT DOCUMENTS AND OTHER INFORMATION 2.1 The Contract Documents 2.1.1 The Agreement's Contract Documents comprise: (a) Owner's Requirements, attached as Exhibit U-6. (b) The executed Agreement, including all exhibits, schedules, forms, and attachments identified in Paragraph 2.1. (c) Addenda issued prior to execution of the Agreement, which are identified in Exhibit R-1. (d) Alternatives accepted by Owner at the time of execution of the Agreement, which are identified in Exhibit R-2. (e) Modifications executed after execution of the Agreement. (f) Drawings, which are identified in Exhibit R-3. (g) Specifications, which are identified in Exhibit R-4. (h) Owner's latest version of its Diversity Participation Reference Manual, which is identified in Exhibit F-1. (i) Owner's Design Standards, which are identified in Exhibit U-1. 0) Owner's Interior Design Guidelines, which are identified in Exhibit U-2. (k) Owner's Engineering and Facility Management Standards, which are identified in Exhibit U-3. (1) Other Documents, if any, which are identified in Exhibit W-1. 2.1.2 The exhibits, schedules, forms, and attachments to the Agreement are further identified as follows and incorporated herein by reference: (a) Owner's Design Build Standards and Criteria, current through the date of execution of the Design Build Agreement; (b) Key Terms and Project Program, Exhibit A-1. (c) Project Budget; Exhibit A-7. (d) Design Builder's Project Team and Staffing Plan, Exhibit H-1. (e) Design Builder's Final Statement Form, Exhibit U-5. Long Form Owner -Design Builder Agreement April 2014 14 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (f) Design Builder's Budget Letter, Exhibit A-2; Design Builder Estimate, Exhibit A-3; Abnormal Adverse Conditions and Weather Delays, Exhibit A-4; Project Information Sheet, Exhibit A-5; and Contract Checklist, Exhibit A-6; (g) The GMP Schedule, Exhibit B-1; Schedule of Self -Performed Work, Exhibit B- 2; Design Builder's Estimates of Self -Performed Work, Exhibit B-3; and Allowance and Contingency Summary, Exhibit B-4; (h) Recommended Subcontractor and Supplier Bid List, Exhibit E-1; Contingency and Uncommitted Cost of Work per Division Tracking Log, Exhibit E-2; and Sub -Quote Book with Awarded Bids, Exhibit E-3; (i) Diversity Contract and Participation Bid Information, Exhibit F-1 and Diversity Participation Reference Manual, Exhibit F-2; (j) Phasing Plan, Exhibit G-1; (k) Project Schedule, Exhibit I-1; (If not attached, the Project Schedule shall be provided to Owner not later than the date Design Builder submits its first application for payment); (1) ICRA Plan, Exhibit J-1; (m) Design Builder's Certificates of Insurance, Exhibit K-1 and Alternative Minimum Subcontractor Insurance Limits, Exhibit K-2; (n) Design Builder Invoice Summary, Exhibit L-1; Application for Payment Form, Exhibit L-2; Project Schedule of Values Form, Exhibit L-3; Reimbursable General Conditions Billing Summary Log, Exhibit L-4; (o) Design Builder's Partial Waiver and Release of Lien to Owner form, Exhibit M- 1; (p) Design Builder's Affidavit and Final Waiver and Release, Exhibit N-1; (q) Vendor Brochure, Exhibit 0-1; Engineered Systems, Information Systems & Telephone Systems Equipment Delivery Schedule, Exhibit 0-2; (r) Design Builder Change Request, Exhibit P-1; and Change Order form, Exhibit P-2; (s) Certificate of Substantial Completion, Exhibit Q-1; (t) Addenda, if any, Exhibit R-1; (u) Alternates, if any, Exhibit R-2; (v) Builder's Risk Insurance Information, Exhibit S-1; Long Form Owner -Design Builder Agreement April 2014 15 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (w) Project Closeout Checklist, Exhibit T-1 and Project Final Cost Reconciliation, Exhibit T-2; (x) Owner Review Documents Summary, Exhibit V-5; (y) Other Documents, if any, Exhibit W-1. 2.1.3 In the event of conflict between any Contract Documents, the Owner's Design Build Standards and Criteria should take precedence. 2.2 Owner -Furnished Information and Proiect Related Records 2.2.1 Upon Design Builder's written request, Owner shall make the following documents available for Design Builder's information before and after the execution of this Agreement to the extent such documents exist and are within Owner's possession: (a) Owner's Design Build Standards and Criteria shall be made available to Design Builder by Owner. Upon Design Builder's written request, Owner may make the Design Build Standards and Criteria available to Design Builder, at Owner's option, either by disk or paper copy upon Design Builder's payment to Owner of the cost to make such copy. (b) Surveys describing the physical characteristics of the Services, Site, or Project, including documents that describe benchmarks, landmarks, reference points, topography, boring and soils test locations, subsurface structures, and utility locations; (c) Geotechnical investigations, logs, notes, and reports, including documents that may reflect the Existing Conditions; (d) Environmental studies, assessments, reports, and impact statements for the Services, Site, or Project, including any documents that describe the existence or possible existence of Hazardous Materials on the Site; and (e) Legal description of the Site. 2.2.2 The Design Builder may reasonably rely upon the accuracy of the information contained in any document made available to Design Builder under this Paragraph, but only to the extent the information is complete, in final form, and consistent with all other information known or reasonably available to Design Builder. The Design Builder should notify Owner in writing in the event it reasonably believes any Owner furnished information requires clarification. 2.3 Monthly Status Report 2.3.1 Owner and Design Builder shall schedule and attend monthly status meetings during the progress of the Services and Work. Long Form Owner -Design Builder Agreement April 2014 16 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 2.3.2 On the third Monday of each month, Design Builder shall prepare and submit to Owner a "Monthly Status Report," in a form acceptable to the Owner, which shall include the then -current updates to the following written documents: (a) Executive synopsis summarizing the status of the design Services in terms of the actual progress of the Services; (b) Executive synopsis summarizing the status of the Work in terms of (i) the actual progress of Work relative to the Project Schedule; (ii) Delays and Disruptions, if any; (iii) pending Claims, if any; and (iv) Design Builder's best forecast of the Contract Price at Final Payment; (c) Project Schedule updated in accordance with subparagraph 4.8.8 of the Agreement; (d) Working schedule prepared in accordance with Paragraph 4. 10 of the Agreement; (e) Action and responsibility list, identifying in detail issues affecting the Project, the date by which each issue must be resolved, and the person or entity responsible for resolving each issue; (f) Budget summary, recapping the original budget, approved changes, pending changes, and projected changes, with subtotals for each category; (g) Change Request Log prepared in accordance with subparagraph 2.3.4; and (h) Project photographs reflecting the status and progress of the Work. 2.3.4 The Change Request Log shall include for each Modification and each Change Request: (a) Identification by the prefix CO for Change Order, CD for Change Directive, and CR for Change Request, as applicable, followed by a sequential number based upon the date of authorization or issuance; (b) Date authorized or issued; (c) Then -current status of authorization (e.g., authorized; awaiting pricing; submitted, but unauthorized; denied; awaiting re -pricing); (d) Detailed description; and (e) Agreed upon adjustments to the GMP or Contract Time or both resulting from each Modification, or Design Builder's best forecast of all known or anticipated time and cost effects identified by Owner, and Design Builder resulting from each Change Request. 2.4 Design Builder's Service Records Long Form Owner -Design Builder Agreement April 2014 17 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 2.4.1 During the Term of Service, and for at least six (6) years thereafter, Design Builder shall maintain and preserve all of Design Builder's records, including Project photographs, arising out of or relating to: (a) The performance of the Services, including all agreements and change orders with each Consultant; design calculations, assumptions, notes, and analyses; peer reviews, purchase orders, service contracts, observations, tests, lien waivers and releases, logs, correspondence, books, memoranda, records, and schedules; and (b) Design Builder's payment to any third parties in relation to the Project, including any applications for payment, invoices, vouchers, checks, receipts, accounts, and cost reports related thereto. 2.4.2 Design Builder shall, upon reasonable notice, make all documents identified in subparagraph 2.4.1 available for Owner's review at any reasonable time. Design Builder shall, upon reasonable notice, make all documents identified in subparagraph 2.4.1(b) available for Owner's audit at reasonable times. 2.4.3 Owner shall notify Design Builder and provide Design Builder with the relevant portions of Owner's audit report in the event Owner's audit under subparagraph 2.4.2 results in a determination that improper payments were made to Design Builder in connection with the Project. Design Builder shall reimburse Owner for any such improper payments within thirty (30) days of notice. 2.5 Design Builder's Work Records 2.5.1 During the performance of the Work, and for at least six (6) years after accepting Final Payment, or longer if required by the Applicable Laws, Design Builder shall maintain and preserve Design Builder's records arising out of or relating to: (a) Direct Cost of the Work, including any Subcontractor applications for payment, invoices, vouchers, checks, receipts, time sheets, accounts, and cost reports related thereto; (b) Reimbursable General Conditions Cost, including any applications for payment, invoices, vouchers, checks, receipts, time sheets, accounts, and cost reports related thereto; and (c) Performance of the Work, including all subcontracts, subcontract change orders, purchase orders, material supply contracts, service contracts, inspections, tests, lien waivers and releases, logs, correspondence, books, memoranda, records, and schedules. 2.5.2 Design Builder shall, upon reasonable notice, make all documents identified in subparagraph 2.5.1 available for Owner's review and audit at reasonable times during the period that the Work of this contract is being performed and at any time within four (4) years after final payment, the Owner shall have the right to cause its auditors, accountants, or other representatives to audit all of the Design Builder's books, records, documents and electronic data Long Form Owner -Design Builder Agreement April 2014 18 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 with respect to the Project and, to the extent determined necessary by the Owner's auditors and accountants, all other books and records of the Design Builder. 2.5.3 With its submittal of final Change Request/Change Order and subsequent final application for payment, Design Builder shall prepare and submit to Owner a Final Cost Reconciliation on a form provided by Owner, Exhibit T-2, which shall include the amounts paid by Owner to Design Builder under the following cost categories: (a) Direct Cost of the Work, including (i) the project cost history report and (ii) invoice summary report for Direct Cost of the Work back-up; (b) Self -performed work cost history to the extent approved by Owner; (c) Fixed general conditions cost history; (d) Reimbursable general conditions cost history; and (e) Design Builder's Construction Administration Fee calculated in accordance with Paragraph 7.9 of the Agreement. 2.5.4 Owner will provide Design Builder with the relevant portions of Owner's audit report in the event Owner's audit under subparagraph 2.5.2 results in a determination that improper payments were made to Design Builder in connection with the Project. Design Builder shall reimburse Owner for any such improper payments within thirty (30) days of notice. 2.6 Consistencv Among Contract Documents. 2.6.1 The Contract Documents are complementary and, taken as a whole, comprise the Services and Work to be performed within the Contract Time for the Contract Price. 2.6.2 Where the Contract Documents are silent about the required level of quality for any material, equipment, or workmanship, they shall be deemed to require the highest quality reasonably obtainable in the construction industry, unless Owner approves in writing a different level of quality. ARTICLE 3 INSURANCE AND BONDS 3.1 General Requirements 3.1.1 During the term of the Agreement, and for any additional time required by the Contract Documents or the Applicable Laws, Design Builder shall provide, pay for, and maintain in full force and effect all Design Builder -furnished insurance for the coverages and minimum limits required by the Applicable Laws or the Contract Documents, whichever are greater. 3.1.2 All Design Builder -furnished insurance shall be provided through companies acceptable to Owner and authorized to do business in the State where the Project is located. Long Form Owner -Design Builder Agreement April 2014 19 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 3.1.3 During the term of any consultant or subcontract agreement, and for any additional time required by the Contract Documents, Design Builder shall cause each Subcontractor and Consultant to provide, pay for, and maintain in full force and effect commercial general liability, workers' compensation, automobile liability, and excess/umbrella liability insurance at coverages similar to the coverages that Design Builder must maintain and subject to the separate limits as set forth in Exhibit K-2. 3.1.4 All Subcontractor and Consultant -furnished insurance shall be provided through companies acceptable to Design Builder and authorized to do business in the state where the Project is located. 3.1.5 Upon written approval from the Owner, Design Builder may provide all or part of any required Design Builder -furnished insurance and Subcontractor -furnished insurance through a Contractor Controlled Insurance Program ("CCIP"), provided Design Builder establishes to Owner's satisfaction the coverages and limits under the CCIP are not less than the coverages and limits set forth in Article 3 of the Agreement. 3.1.6 All Design Builder-, Consultant-, and Subcontractor- furnished insurance shall be in amounts and types that conform to the minimum terms, conditions, and coverages of Insurance Service Office ("ISO") policies, forms or equivalent, and endorsements, insofar as applicable. 3.1.7 The existence of Design Builder-, Subcontractor-, or Consultant -furnished insurance shall not excuse, waive, or limit any obligation owed by Design Builder or its Consultant or Subcontractor under the Contract Documents, including any including any obligation to defend, hold harmless, or indemnify under the Contract Documents or the Applicable Laws. 3.1.8 Owner does not represent, warrant, or guarantee the minimum limits or coverages required by the Contract Documents are adequate to protect Design Builder or any Subcontractor or Consultant from all risks or losses that may occur in connection with the Services, Work, or the Project. 3.1.9 All Design Builder-, Subcontractor-, and Consultant- furnished insurance policies required by the Contract Documents shall waive any right of the insurer and underwriter to recovery, by subrogation or otherwise, against Owner, and any employee, officer, agent, representative, or consultant of Owner. 3.1.10 Owner and Design Builder shall cooperate, participate, and comply with all reasonable requirements and recommendations of any insurer or insurance broker, who issues or arranges for the issuance of any policy required by the Contract Documents, in connection with safety, insurance program administration, claim reporting and investigation, and audit procedures. 3.1.11 Design Builder shall be responsible and pay for all self -insured retentions or deductibles on any Design Builder -furnished insurance required by the Contract Documents. 3.1.12 Design Builder shall not violate or permit any violation of any conditions or terms of any insurance policy required by the Contract Documents. Long Form Owner -Design Builder Agreement April 2014 20 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 3.1.13 In the event Design Builder fails to provide, pay for, or maintain any coverage required by the Contract Documents, Owner may either provide similar coverage and charge the expense thereof to Design Builder or terminate Design Builder for cause in accordance with Article 10 of the Agreement. 3.2 Certificates of Insurance 3.2.1 Design Builder confirms and represents to Owner that "Design Builder's Certificates of Insurance," attached hereto as Exhibit K-I and incorporated herein by reference, are signed by an authorized agent or representative of Design Builder's insurer certifying such insurance: (a) Is in effect; (b) Written on either an occurrence or a claims -made policy form for all required coverages at not less than the minimum limits specified in this Article 3 of the Design Build Agreement; and (c) Will not be canceled, non -renewed, or materially changed by endorsement or issuance of another policy of insurance without sixty (60) days prior written notice to Owner. 3.2.2 Design Builder's Certificates of Insurance shall indicate, or the Design Builder shall provide information that indicates, the nature and amount of any self -insured retentions or deductibles that may apply to such coverage. 3.2.3 Owner's failure to confirm the existence, adequacy, coverages, or limits of the insurance set forth in Design Builder's Certificates of Insurance or any other certificate of insurance shall not waive, excuse, or otherwise accept Design Builder's or any Subcontractor's compliance with the insurance requirements of this Article 3 of this Agreement. 3.2.4 Owner may bar Design Builder and/or any Subcontractor from entering or remaining at the Site if Owner has not received all certificates of insurance required by the Contract Documents. 3.2.5 Within ten (10) days of Owner's written request, Design Builder shall furnish Owner with certified copies of all policies of insurance furnished by Design Builder and any Subcontractor pursuant to the Contract Documents. 3.3 Additional Insureds 3.3.1 To the extent commercially available, Design Builder-, Subcontractor-, and Consultant- furnished insurance policies required by the Contract Documents, except any applicable professional liability and workers' compensation insurance policies, shall provide defense coverage and name Owner and any Lender, employee, officer, parent, subsidiary, affiliate, agent, representative, or consultant of Owner, as additional insureds on a primary basis. 3.3.2 Any additional insured endorsement shall be on a form ISO CG 20 10 (Form B) or its equivalent. Long Form Owner -Design Builder Agreement April 2014 21 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 3.3.3 Design Builder and Subcontractor policies shall be Primary and Non -Contributory, and any insurance purchased and maintained by any additional insured that applies or may apply to any loss covered by Consultant- or Subcontractor- furnished insurance shall be deemed excess or contingent coverage, and shall not be used as a basis to reduce any coverage requirements under the Contract Documents. 3.4 Duration of Coverage 3.4.1 Design Builder shall maintain all Design Builder -furnished coverage required by the Contract Documents without interruption during the entire term of the Agreement, except for products and completed operations coverage, which Design Builder shall maintain for an additional three (3) years following Final Payment by Owner. 3.4.2 To the extent any Design Builder-, Consultant-, or Subcontractor- furnished insurance is allowed to and does issue or renew on a claims -made form, the retroactive date for coverage shall be no later than the commencement of the Work on this Project and provide that, in the event of cancellation or non -renewal, the discovery period for insurance claims (tail coverage) will be a minimum of five (5) years. 3.5 Adiustment of Losses 3.5.1 Any loss covered by any Design Builder -furnished insurance required by the Contract Documents shall be adjusted by Design Builder, and made payable to Design Builder as trustee for the named and additional insureds, as their interests may appear. 3.6 Professional Liabilitv 3.6.1 Design Builder shall provide, pay for, and maintain professional liability insurance covering all Services on the Project performed by Design Builder against claims for professional negligence in the following minimum limits and coverages: Minimum limits: (a) $2,000,000 per occurrence; and (b) $5,000,000 general aggregate. Coverages: (a) Specific waiver of subrogation. 3.6.2 Design Builder shall also ensure that anyone performing Work on a design -build basis or performing design -related Services shall maintain professional liability insurance with minimum limits as required of Consultants in Exhibit K-2. 3.7 Commercial General Liabilitv Long Form Owner -Design Builder Agreement April 2014 22 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 3.7.1 Design Builder shall provide, pay for, and maintain commercial general liability insurance providing coverage for operations and activities on the Project insuring against claims for personal injury (including bodily injury and death) and property damage (including loss of use) in the following minimum limits and coverages: Minimum limits: (a) $2,000,000 per occurrence; and (b) $5,000,000 general aggregate. Coverages: (a) 1986 (or later) ISO commercial general liability form (occurrence form); (b) Blanket contractual liability (included in 1986 ISO form); (c) Broad form property damage (included in 1986 ISO form); (d) Severability of interest (included in 1986 ISO form); (e) Personal injury; (f) Incidental medical malpractice (included in 1986 ISO form); (g) Specific waiver of subrogation; (h) Deletion of CG 22 43 professional liability endorsement or its equivalent; and (i) Additional insured endorsement. 3.8 Automobile Liabilitv 3.8.1 Design Builder shall provide, pay for, and maintain business automobile liability insurance for all automobiles used in connection with the Services, including any owned, non - owned, and hired automobiles in the following minimum limits and coverages: Minimum limits: (a) $1,000,000 combined single limit per accident. Coverages: (a) Additional insured endorsement; (b) Specific waiver of subrogation; and (c) Contractual liability. Long Form Owner -Design Builder Agreement April 2014 23 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 3.9 Workers' Compensation 3.9.1 Design Builder shall purchase and maintain workers' compensation and employer's liability insurance in the following minimum limits and coverages: Minimum limits: (a) Workers' Compensation at the statutory limit; (b) Employer's liability at: i. $1,000,000 bodily injury per accident; ii. $1,000,000 bodily injury by disease per employee; and iii. $1,000,000 bodily injury or disease aggregate. 3.10 Umbrella/Excess Liabilitv 3.10.1 Design Builder shall provide, pay for, and maintain umbrella/excess liability insurance on an occurrence basis in excess of the underlying insurance required by Paragraphs 3.7, 3.8, and 3.9 of the Design Build Agreement, which is at least as broad as the underlying insurance policies. 3.10.2 The Design Builder may satisfy the minimum limits and coverage requirements of such underlying insurance by purchasing coverage for the limits specified or by any combination of underlying and umbrella limits, provided the total amount of insurance is not less than the sum of the limits specified for the underlying policy, plus the following minimum limits and coverages: Minimum limits: (a) $2,000,000 combined single limit and aggregate limit. Coverages: (a) Additional insured endorsement; (b) "Pay on behalf of wording; (c) Concurrent with the effective dates for the primary coverage; (d) Blanket contractual liability; (e) Punitive damage coverage (where not prohibited by law); (f) Aggregates to apply where applicable in primary coverage; (g) Care, custody, and control, which follows the form of the primary coverage; and Long Form Owner -Design Builder Agreement April 2014 24 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (h) Drop down feature. 3.11 Subcontractor -Furnished Bonds 3.11.1 Owner shall not compensate Design Builder directly or indirectly for Subcontractor - furnished payment and performance bonds, absent a clear and compelling reason for requiring such bonds from a particular first -tier Subcontractor. 3.11.2 In the event Design Builder believes a clear and compelling reason exists for a particular first -tier subcontractor or supplier to furnish payment and performance bonds, Design Builder shall notify Owner in writing of such reason and provide Owner with all documents reflecting Design Builder's current due diligence investigation under subparagraph 11.5.2 of the Agreement with Design Builder's recommendation of such subcontractor or supplier pursuant to subparagraph 11.5.3 of the Agreement. 3.11.3 If Owner authorizes Subcontractor -furnished payment and performance bonds from a first -tier Subcontractor, the premium for such bonds shall be paid to Design Builder as a Reimbursable General Conditions Cost. 3.11.4 In the event Owner refuses to authorize Design Builder's request to require bonds from a first -tier Subcontractor, or a clear and compelling reason did not exist for a particular first -tier subcontractor or supplier to be required to furnish payment and performance bonds, and such Subcontractor is subsequently terminated for cause by Design Builder in accordance with the applicable subcontract agreement, Design Builder shall receive an adjustment to the GMP equal to the increased Direct Cost of the Work that would have been covered by the requested bonds, but for Owner's refusal to authorize Design Builder's request under subparagraph 3.11.2 for such Subcontractor, provided the following conditions are satisfied: (a) Design Builder exercised due diligence in investigating the Subcontractor in accordance with subparagraph 11.5.2 of the Agreement; (b) Design Builder strictly complied with subparagraph 3.11.2 in making its request for bonds from the Subcontractor; (c) Design Builder's reason for requesting bonds from the Subcontractor pursuant to subparagraph 3.11.2 was clear and compelling when made; (d) Owner approved Design Builder's recommendation to use the Subcontractor, yet refused to authorize Design Builder's request for bonds from the Subcontractor; (e) Design Builder assigned to Owner all rights of recovery against the Subcontractor; and (f) Design Builder properly supervised and administered the Subcontractor's portion of the Work during the course of the Project. Long Form Owner -Design Builder Agreement April 2014 25 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 4 CONTRACT TIME 4.1 General 4.1.1 While time is of the essence with respect to the performance of all Work, Services, and obligations under the Contract Documents, Owner recognizes that events beyond the Design Builder's Control may impact the delivery of its services and constitute excusable delay. 4.1.2 Wherever the term "days" is used in the Contract Documents, it shall mean "working" or "business" days unless otherwise qualified. 4.2 Contract Time 4.2.1 The Contract Time shall begin with the commencement of Services, and thereafter include the Commencement Dates for the Work as set forth in Paragraph 1 of the Key Terms Document, attached hereto as Exhibit A-1 and incorporated herein by reference. 4.2.2 The Substantial Completion Dates for the entire Work and each Phase are set forth in Paragraph 2 of the Key Terms Document. 4.2.3 Design Builder shall achieve Substantial Completion of the entire Work within the Contract Time, as may be adjusted only in strict accordance with Article 8 of the Agreement. 4.2.4 In addition to and not in lieu of its obligations under subparagraph 4.2.3, Design Builder shall achieve Substantial Completion of each Phase within the time indicated in the Key Terms Document, as may be adjusted only in strict accordance with Article 8 of the Agreement. 4.2.5 Design Builder represents that the Contract Time is a reasonable period of time within which to perform and substantially complete the Services and Work in accordance with the Contract Documents. 4.2.6 Design Builder represents that the time period allowed for each Phase is a reasonable period of time within which to perform and substantially complete all Work required for such Phase in accordance with the Contract Documents. 4.3 Conditions Precedent to Services 4.3.1 Design Builder shall not provide any Services prior to the effective dates of all Design Builder -furnished insurance under the Contract Documents. 4.3.2 The Date of Commencement shall not be modified by the effective date of any insurance furnished by either Owner or Design Builder. 4.3.3 Prior to commencing the Work, Design Builder shall participate with Owner in the Project kick-off as more fully described in Exhibit V-2. 4.8 Proiect Schedule Long Form Owner -Design Builder Agreement April 2014 26 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 4.8.1 Design Builder confirms, represents, and warrants to Owner the Project Schedule will be consistent with the Contract Documents and the Phasing Plan, and accurately reflects: (a) Separate activities for each portion of the Work performed by each trade in each distinct location of the Project and Phase, along with non-physical activities related to the Work, including procurement of Long -Lead Materials and inspection of Work; (b) Reasonable durations, early/late start dates, early/late finish dates, and available float time for each activity; (c) Logical relationships between activities; and (d) Adequate float time to account for Existing Conditions and foreseeable complications. 4.8.2 Upon Owner's request, Design Builder shall make available to Owner at reasonable times all information and documents relating to the Project Schedule, including any electronic files reflecting all or part of the Project Schedule. 4.8.3 Owner's review of the Project Schedule shall not relieve Design Builder of any obligation for the timely and proper performance of the Work within the Contract Time and the Phasing Plan, nor shall it establish the reasonableness of the Project Schedule, including the logic, durations, sequences, and timing of activities. 4.8.4 Float time in the Project Schedule shall not belong to either party, and shall be allocated as needed during the progress of the Work. 4.8.5 In the event the Project Schedule reflects a completion date earlier than the Substantial Completion Date for the entire Work, the difference between the two dates shall be deemed float time. 4.8.6 Owner may reasonably rely upon the Project Schedule in Owner's dealings with any third -parry, any other Designer, procurement of OFE, execution of leases and contracts, obtaining financing, hiring and training of employees, and advertising, marketing, or promoting the Project. 4.8.7 Design Builder shall closely monitor the actual progress of the Work, and update the Project Schedule at least once a week to accurately reflect the actual progress of the Work. 4.8.8 Design Builder shall maintain detailed written records of any changes to the logic, durations, sequences, or timing of activities in the Project Schedule. Design Builder shall submit a Change Request to Owner and obtain Owner's approval thereof in strict accordance with Article 8 of the Agreement before making any Modifications to the logic, durations, sequences, or timing of activities in the Project Schedule that will affect the Substantial Completion Date for the entire Work or any Phase thereof. Long Form Owner -Design Builder Agreement April 2014 27 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 4.8.9 At Owner's written request, Design Builder shall make reasonable adjustments to the Project Schedule to include the activities of Owner, other Designers, and Separate Contractors in connection with the Project with no adjustment to the GMP or Contract Time. 4.9 Recovery Plan 4.9.1 Design Builder shall notify Owner in writing within five (5) days of any update to the Design Schedule or Project Schedule that reflects a design Delay, imminent design Delay, Work - related Delay, or Excusable Delay. 4.9.2 In the event of Delay other than excusable Delay, Design Builder shall take all necessary actions to recover the planned progress of the Work and Services, without an adjustment to the Design Builder's Fee, including: (a) proposing reasonable modifications to the Design Schedule or Project Schedule that do not otherwise affect the times set forth in Paragraphs 4.4, 4.5 or 4.6 of the Design Build Agreement; (b) increasing the number of design professionals, Consultants, support staff, employees, or Subcontractors assigned to the Project; and (c) outsourcing some or all of the production portions of the Services. 4.9.3 Should Design Builder fail to notify Owner of a design Delay, imminent design Delay, Work -related Delay, or Excusable Delay in accordance with subparagraph 4.9.1, or fail to comply with subparagraph 4.9.2 within seven (7) days of providing Owner notice under subparagraph 4.9.1, Owner may, without adjustment to the Design Builder's Fee, direct Design Builder to: (a) provide a detailed, accurate plan to recover the planned progress of the Work and Services; (b) employ support staff to work overtime, weekends, or additional shifts; (c) increase the number of design professionals, Consultants, support staff, employees, or Subcontractors assigned to the Project; (d) outsource some or all of the production portions of the Services; or (e) take other actions to recover the planned progress of the Work and Services. 4.10 Working Schedule 4.10.1 Immediately prior to physically commencing the Work, and each week thereafter, Design Builder shall prepare a detailed working schedule consistent with the Project Schedule and Phasing Plan. Long Form Owner -Design Builder Agreement April 2014 28 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 4.10.2 Each working schedule shall accurately and realistically reflect the specific Work activities that Design Builder reasonably expects to accomplish on a day-by-day basis for the month immediately following issuance of the working schedule. 4.10.3 Design Builder shall provide a copy of the working schedule to Owner, other Designers, Separate Contractors, and any Subcontractor that Design Builder reasonably expects to perform any portion of the Work during the following month. Long Form Owner -Design Builder Agreement April 2014 29 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 5 DESIGN SERVICES 5.1 In General 5.1.1 Unless provided otherwise in the Contract Documents, Design Builder shall perform all Services with its own forces or through Consultants. 5.1.2 Design Builder shall plan, coordinate, manage, and administer the proper, efficient, and economical performance of all Services. 5.1.3 Design Builder shall perform all Services in a prompt, attentive, and diligent manner using adequate numbers of properly skilled design professionals and support staff, so as not to cause or contribute to any Delay or Disruption in the progress of the Project. 5.1.4 Design Builder shall comply with the Applicable Law in the performance of the Services. Owner shall not be responsible for verifying or monitoring Design Builder's compliance with the Applicable Law. 5.1.5 With regard to its scope of Services, Design Builder shall endeavor to proactively consult with and advise Owner as to matters within its' knowledge, expertise, and experience during the Term of Service. 5.2 Service Related Taxes and Licenses 5.2.1 Unless stated otherwise in the Contract Documents, Design Builder shall pay, or cause to be paid, all taxes required to be paid in connection with the Services. 5.2.2 Design Builder and its Consultants shall at all times maintain in good standing all licenses or credentials required by the Applicable Law to provide the Services. 5.2.3 Design Builder shall immediately notify Owner in writing in the event any member of its Project team is notified that any disciplinary action has been initiated or pending during the Term of Service in connection with any professional license held by Design Builder or its Consultants. For purposes of this Section a "member of its Project team" means only individuals who furnish services for which Design Builder has sought, or will seek compensation, but at a minimum those individuals referred to in Exhibit H-1. 5.2.4 Design Builder's failure to maintain in good standing any professional license required by the Applicable Law for the performance of the Services at all times during the Term of Service shall provide Owner with cause to terminate the Design Build Agreement, notwithstanding anything to the contrary herein. 5.3 Design Services in General 5.3.1 Design Builder shall timely and properly provide Services necessary to produce coordinated, and complementary Design Documents. Long Form Owner -Design Builder Agreement April 2014 30 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 5.3.2 Design Builder shall reasonably investigate and consider the Existing Conditions prior to and in connection with the preparation of the Design Documents. 5.3.3 Design Builder's design -related Services for the Project shall include, by way of example and not limitation, the design disciplines identified in Exhibit A-1. 5.3.4 Design Builder shall be solely responsible to Owner for the adequacy of the Design Documents to meet the requirements of the Agreement. 5.3.5 Owner's review and approval of Design Documents is to check for general conformance of the Design Documents with requirements of the Agreement. In no event shall Owner's review or approval of Design Documents, or any comments made in connection therewith, constitute the practice of Design Builder or engineering, nor shall it waive the proper and timely performance of Design Builder's Services absent an excusable delay. 5.3.6 Owner shall have the right, at its sole discretion, to reject, nullify, or withhold approval of any Design Document for any reason, in which event Owner shall promptly notify Design Builder of the reasons for taking such action. At its option, Owner may direct Design Builder to revise, re -design, or value engineer the Design Documents to address such reasons within Design Builder's professional judgment and discretion. 5.3.7 Certain federal, state, and local regulatory agencies may review and approve Design Documents in conjunction with or in addition to Owner's review and approval of such Design Documents. Design Builder shall cooperate with such regulatory agencies, and upon consultation with Owner, Design Builder shall incorporate into the Design Documents any comments made by such regulatory agencies consistent with Design Builder's professional judgment and discretion. 5.3.8 Design Builder shall not be entitled to an adjustment to the Design Builder's Fee, or to the times set forth in Paragraphs 4.4, (Schematic Documents) 4.5 (Design Review Documents), or 4.6 (Construction Documents), for Owner's requirement that Design Builder revise, re -design, or value engineer any Design Document for any reason, unless Owner authorizes the adjustment by a Design Change Authorization in strict accordance with Article 8 of the Design Build Agreement, for reasons that include, by way of illustration and not limitation, a requirement that is (i) unreasonable, (ii) contrary to Owner's written approval of preceding Design Documents, (iii) a material change in the scope of the Project Program or the Project Budget, (iv) caused by Design Builder's material failure to conform the Work to the Construction Documents, (v) to correct damages to the Work caused by fire, flood, or other casualty, or (vi) Public Hearings, variances, regarding licensing or financing of the Project. 5.3.9 Design Builder shall promptly correct any Defect in Design, without adjustment to Design Builder's Fee or the times set forth in Paragraphs 4.4, 4.5 or 4.6 of the Design Build Agreement. 5.3.13 Design Builder and its Consultants shall cooperate, assist, and provide Owner with any Design Documents, or revisions thereto, required to obtain all approvals, reviews, permits, licenses, certificates, inspections, bonds, and renewals required by the Applicable Law in connection with the construction, planned use, and start-up operation of the Project. Long Form Owner -Design Builder Agreement April 2014 31 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 5.4 Development of Estimated Guaranteed Maximum Price 5.4.1 After completion of the Schematic Design Documents, but before completion of the Design Documents, Design Builder shall submit an Estimated GMP containing: (a) An Estimated GMP, which shall include the Design Builder's Fee and the estimated Direct Cost of the Work; (b) A list of drawings and specifications Design Builder has relied on in preparing the Estimated GMP; (c) A list of assumptions and clarifications relied on for establishing the preliminary cost estimate; (d) Bonding requirements for Design Builder and Subcontractors. (e) A list of allowances, if any; (f) Proposed alternate prices; and (g) Proposed unit prices. 5.6 Design Review Documents 5.6.1 Design Builder shall prepare, complete, and submit the applicable Design Review Documents for Owner's review, comment, and approval within the times set forth in Paragraph 4.4 of the Design Build Agreement. 5.6.2 The Design Review Documents shall: (a) develop, clarify, and refine the design ideas in the approved Schematic Documents; (b) support and be consistent with the Phasing Plan; (c) establish scope, selection, specifications, scale, relationship, form, appearance, size, type, quality, and character of the Design Builder, structural, plumbing, mechanical, and electrical systems, materials, and components of the Project; (d) meet all requirements of the Applicable Law; and (e) achieve the objectives of Owner and the Design Build Standards and Criteria, Project Program, and Project Budget. 5.6.4 During the Design Review Documents phase, Design Builder shall review and confirm the Existing Conditions relating to or otherwise affecting the mechanical, electrical, plumbing, and fire alarm systems for the Project in order to identify, analyze, and avoid potential conflicts and problems with routing, location, size, capacity, flow, backup systems, building codes, infrastructure, tie-ins, structural restrictions, space limitations, and Phase requirements. Design Long Form Owner -Design Builder Agreement April 2014 32 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 Builder should exercise reasonable care to verify actual Existing Conditions, without reliance upon old drawings of existing systems. Design Builder shall not be required to inspect concealed or subsurface conditions, unless truly unusual circumstances warrant destructive inspections. 5.6.5 Design Builder's submission of the Design Review Documents, or designated portion or Phase thereof, to Owner shall constitute a representation to Owner that Design Builder has carefully reviewed, compared, coordinated, and approved the Design Review Documents for compliance with the requirements set forth in subparagraph 5.6.2. 5.6.6 Design Builder shall promptly notify Owner in writing in the event Design Builder cannot truthfully make the representation required by subparagraph 5.6.5, in which event, Owner may: (a) require Design Builder to revise, re -design, or value engineer the Design Review Documents to overcome Design Builder's objections to making the representation required by subparagraph 5.6.5; (b) authorize adjustments or waive in writing the specific requirements of subparagraph 5.6.2 that preclude Design Builder from otherwise making the representation required by subparagraph 5.6.5, without adjustment to the Design Builder's Fee or the times set forth in Paragraphs 4.4, 4.5 or 4.6 of the Design Build Agreement; or (c) terminate the Design Build Agreement pursuant to Article 10 of the Design Build Agreement. 5.6.7 Within a reasonable time after submission of the Design Review Documents, or designated portion or Phase thereof, Owner shall notify Design Builder in writing of any comments Owner may have and whether Owner approves, rejects, or intends to withhold approval of the Design Review Documents. 5.7 Construction Documents 5.7.1 During the Construction Documents phase, Design Builder shall review and analyze existing signage to confirm that all final graphics are functional and compatible. Owner shall cooperate with Design Builder in carrying out Design Builder's observations under this subparagraph. 5.7.2 Before submitting the Construction Documents to Owner, Design Builder shall review the OFE brochures, vendor drawings, US layouts, and engineered system drawings made available by Owner to coordinate such documents with the Construction Documents. 5.7.3 Design Builder's submission of the Construction Documents, or designated portion or Phase thereof, to Owner shall constitute a representation to Owner that Design Builder has carefully reviewed, compared, coordinated, and approved the Construction Documents, as a whole, to comply with all requirements set forth in subparagraph 5.7.2. Long Form Owner -Design Builder Agreement April 2014 33 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 5.7.4 Design Builder shall promptly notify Owner in writing in the event Design Builder cannot truthfully make the representation required by subparagraph 5.7.6, in which event, Owner may: (a) require Design Builder to revise, re -design, or value engineer the Design Review Documents to overcome Design Builder's objections to making the representation required by subparagraph 5.7.5; (b) authorize adjustments or waive in writing the specific requirements of subparagraph 5.7.2 that preclude Design Builder from otherwise making the representation required by subparagraph 5.7.5, without adjustment to the Design Builder's Fee or the times set forth in Paragraphs 4.4, 4.5 or 4.6 of the Design Build Agreement; or (c) terminate the Design Build Agreement pursuant to Article 10 of the Design Build Agreement. 5.7.5 Within a reasonable time after submission of the Construction Documents, or designated portion or Phase thereof, Owner shall notify Design Builder in writing of any comments Owner may have and whether Owner approves, rejects, or intends to withhold approval of the Construction Documents. 5.7.6 Design Builder shall furnish Owner with the type and number of Construction Documents required by the Design Build Standards and Criteria. 5.8 Intellectual Prouerty Rights 5.8.1 Owner shall retain any Intellectual Property interests it possesses or may possess in the Design Build Standards and Criteria, as may be revised, modified, and supplemented at any time during the Term of Service, and any other drawings, details, documents, or other information provided or otherwise made available to Design Builder or its Consultants by or through Owner in connection with the design, procurement, and construction of the Project. 5.8.2 Owner grants Design Builder and its Consultants a revocable, non -assignable license to use the Design Build Standards and Criteria and other drawings, details, documents, or other information provided or otherwise made available to Design Builder or its Consultants by or through Owner in connection with the design, procurement, and construction of the Project until the earlier of completion, abandonment, cancellation, or termination of the Design Build Agreement. 5.8.3 Design Builder's and its Consultants' preparation of the Design Documents shall be considered a "works for hire" under applicable Federal Copyright Law on behalf of Owner. 5.8.4 If for any reason all or any portion of the Design Documents are not considered a "works for hire" under applicable Federal Copyright Law on behalf of Owner, Design Builder and its Consultants transfer and assign to Owner all interests Design Builder or its Consultants possess or may possess in and to any Intellectual Property arising out or relating in any way to the preparation of the Design Documents, except to the extent Design Builder or its Consultants Long Form Owner -Design Builder Agreement April 2014 34 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 prove by clear and convincing evidence prior ownership of an Intellectual Property interest to any drawings, details, specifications, documents, and other information created before each of their first involvement with the Project. 5.8.5 Design Builder and its Consultants grant Owner a royalty -free, perpetual, irrevocable, and assignable license to use any Intellectual Property interest Design Builder or its Consultants possess to any drawings, details, specifications, documents, and other information created before each of their first involvement with the Project and subsequently incorporated into the Design Documents. 5.8.6 At Owner's request, Design Builder shall make electronic versions of some or all of the Design Documents available to Owner. Design Builder shall not be responsible for any alterations to the electronic versions of any Design Documents made by Owner, or any employee, agent, representative, or consultant of it. 5.8.7 Submitting Design Documents to government agencies, and providing Design Documents to persons or entities in connection with the design, procurement, and construction of the Project shall not constitute publication of any such Design Documents. 5.8.8 Design Builder shall not be responsible to Owner if, with Owner's knowledge and approval, any design builder or contractor not connected in any way with Design Builder uses the Design Documents on behalf of the Owner, and without Design Builder's consent, to design a future expansion or renovation of the Project or to construct any other project, unless Design Builder is required by the Design Build Agreement to provide for such future use in the Design Documents. 5.9 Design Builder's Assistance in Owner -Vendor Selection 5.9.1 Design Builder shall obtain a minimum of three (3) proposals for the following vendor services. Design Builder shall receive, tally, compare, and evaluate potential vendors for Owner's selection, at Owner's discretion. Design Builder shall be responsible for coordinating the following vendor services, and providing Owner with copies of all reports made by such vendors; provided, however, Owner shall pay for such vendor services directly. The vendor services consist of: (a) Surveying (topographic and boundary); (b) Materials testing (soil, concrete, etc.); (c) Hazardous Materials testing to evaluate whether Hazardous Materials exist at the Site; (d) Geotechnical Report; (e) Special inspectors, as may be required by the jurisdiction in which the Project is located. Long Form Owner -Design Builder Agreement April 2014 35 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 5.9.2 Prior to the commencement of any Design Document Preparation activity, Design Builder shall arrange for a baseline test and balance reports for all existing HVAC and domestic water systems located in the areas of the Project to receive renovation Work, if any. Owner shall pay the test and balance firm directly for the cost of the baseline test and balance reports. 5.10 Air Oualitv 5.10.1 Design Builder acknowledges the intended use of the Project and the health and safety of others requires strict control over the quality of the air on the project. 5.10.2 Design Builder shall participate, assist, and cooperate with Owner and others to plan, prepare, develop and implement the "ICRA Plan" for the Project, which is attached hereto as Exhibit J-1 and incorporated herein by reference. 5.10.3 Design Builder shall use best efforts to comply with all requirements of the: (a) ICRA Plan, (b) Contract Documents, (c) Applicable Law, and the most current editions of the: (d) American Institute of Architects' ("AIA") "Guidelines for Design and Construction of Hospital and Health Care Facilities," (e) Joint Commission on Accreditation of Healthcare Organizations, Environment of Care Standard, and (f) the CDC's "Guidelines for Environmental Infection Control in Health -Care Facilities," relating to the design of the Project, including without limitation: (a) Designing the Project to avoid disruption of essential services to patients and employees; (b) Specifying effective barriers to protect susceptible patients from airborne microbials and construction debris; (c) Requiring local exhaust systems for hazardous work areas and other special areas that may impact patient and employee safety; (d) Specifying dust control measures, with particular attention to special ventilation for surgical areas, protective environment rooms, airborne infection isolation rooms, and laboratories; (e) Daily monitoring of all ICRA implementation and control measures taken by or on behalf of Design Builder shall be documented in a log made available to Owner at all times; (f) Scheduling construction activities that avoid disruption of essential services to patients and employees; (g) Installing effective barriers to protect susceptible patients from airborne microbials and construction debris; (h) Taking recommended precautions to avoid introducing dust, debris, and moisture when installing air handling and ventilation in surgical areas, airborne infection isolation and protective environment rooms, and laboratories; Long Form Owner -Design Builder Agreement April 2014 36 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (i) Employing local exhaust systems for hazardous work areas and other special areas that may impact patient and employee safety; (j) Protecting patients from the hazards of demolition, ventilation and water management through established notification procedures for all planned and unplanned power outages, movement of debris, traffic flow and clean-up; (k) Phasing of construction work to minimize disruption (planned and unplanned) of existing patient services; (1) Reducing the frequency of ingress and egress of workers outside the structure of the Project; (m) Conducting weekly tool -box meetings to educate all workers about the requirements of the ICRA; (n) Assuring dust control, with particular attention to special ventilation for surgical areas, protective environment rooms, airborne infection isolation rooms, and laboratories; and (o) Verifying compliance with the ventilation specifications for air balance and filtration before owner acceptance. 5.10.4 Notwithstanding anything to the contrary in the Contract Documents, Design Builder shall prepare the Contract Documents and shall implement the ICRA program to meet the level of infection control previously established for any existing facility at the Site. 5.10.5 Design Builder shall exercise the utmost care at all times to avoid disruption of ventilation at the Site. Design Builder acknowledges and understands disruption of ventilation at the Site may significantly compromise the control of potentially infectious materials. 5.10.6 Design Builder shall not perform Work in any areas requiring special ventilation for infection control if any known defects exist or are believed to exist in any systems serving such areas. 5.10.7 If the Work or Services include renovation activities, Design Builder shall take the following minimum precautions: (a) Design Builder shall prepare the Design Documents to isolate all renovation areas from occupied areas of the Site, specifying airtight barriers with exhaust airflow to maintain negative air pressure; (b) Design Builder shall prepare Design Documents that require it to maintain existing air quality requirements for occupied areas of the Site, such as patient isolation rooms and surgical suites, at all times during the performance of the Work; Long Form Owner -Design Builder Agreement April 2014 37 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (c) Isolate all renovation areas from occupied areas of the Site using continuous barriers with exhaust airflow to maintain negative air pressure; (d) Maintain existing air quality requirements for occupied areas of the Site, such as patient isolation rooms and surgical suites, at all times during the performance of the Work; and (e) Commission the renovated area as a condition precedent to Substantial Completion and occupancy of such area. Long Form Owner -Design Builder Agreement April 2014 38 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 6 PERFORMANCE OF THE WORK 6.1 General Performance Obligations 6.1.1 Unless provided otherwise in the Agreement, Design Builder shall perform all Work with its own forces or through Consultants and Subcontractors. 6.1.2 Notwithstanding any contrary provision in the Agreement, Design Builder shall be solely responsible for the construction means, methods, techniques, sequences, procedures, and processes for performing the Work. Any construction means, methods, techniques, sequences, procedures, and processes for performing the Work set forth in the Contract Documents, or otherwise proposed by Owner, or any person or entity other than Design Builder or its Consultants or Subcontractors shall be deemed advisory only, and not binding upon Design Builder. 6.1.3 Design Builder shall use best efforts and give undivided attention to plan, coordinate, manage, supervise, administer, and direct the proper performance of the Work. 6.1.4 Design Builder shall perform the Work in a prompt, attentive, and diligent manner using adequate numbers of properly skilled labor, tools, and equipment. 6.2 Supervision of the Work 6.2.1 Design Builder shall employ a highly competent superintendent, who shall at all times be stationed at the Site during the performance of the Work. Design Builder's superintendent shall have the requisite knowledge, training, skill, experience, and expertise to properly plan, coordinate, administer, supervise, and direct the performance of the Work. Unless the superintendent leaves Design Builder's employ, Design Builder shall not replace its designated superintendent without Owner's prior written consent, which shall not be unreasonably withheld. Replacement of the superintendent shall be in accordance with subparagraph 1.3.4 of this Agreement. 6.2.2 Notwithstanding anything to the contrary in the Contract Documents, upon Owner's request, Design Builder shall remove and bar from the Site during the performance of the Work any employee, agent, representative, or consultant of Design Builder or any Subcontractor, who violates any posted rule for the Site or against whom Owner has reasonable grounds to object, including incompetence, poor workmanship, lack of care, disorderly conduct, lack of diligence, dishonesty, use of illegal drugs or alcohol on the Site, vandalism, incivility, or other inappropriate behavior. 6.3 Planning the Work 6.3.1 Throughout the performance of the Work, Design Builder shall carefully review, study, and compare the Agreement, Applicable Laws, Existing Conditions, manufacturer's instructions, and field measurements in relation to such Work. Long Form Owner -Design Builder Agreement April 2014 39 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 6.3.2 In cooperation with its Subcontractors, Design Builder shall prepare Coordination Drawings for any area or Phase of the Project required by the Construction Documents or where Design Builder believes conflicts between the synchronization and harmonization of the Work are likely to occur. Upon Owner's written request, Design Builder shall make all such Coordination Drawings available to Owner at reasonable times. 6.3.4 In light of Design Builder's role in connection with all facets of the design and construction of the Project, Design Builder agrees that reasonably anticipated Differing Site Conditions discovered after commencement of the Work, shall be the financial obligation and liability of the Design Builder. 6.3.6 Before connecting each portion of the Work to an existing surface, Design Builder shall thoroughly inspect such surface and correct any defect, irregularity, or condition that may adversely affect Design Builder's ability to properly perform its Work in conformance with the Contract Documents. 6.3.7 Design Builder may cut, fit, patch, or alter any existing surface to achieve proper fit or to perform the Work. Design Builder is responsible for any cost, expense, or damage that results from such action, including damage to materials or equipment previously installed by Owner, Separate Contractors, or others. 6.4 Use of the Site 6.4.1 Design Builder shall confine its operations to the areas of the Site designated by Owner, and authorized by the Applicable Laws. Design Builder's designated areas of operation may change as different Phases or other portions of the Work are completed. 6.4.2 Design Builder acknowledges Owner, Separate Contractors, and others may perform activities at the Site, in other Phases, and at locations in close proximity thereto, during Design Builder's performance of the Work. 6.4.3 Design Builder shall limit its Work to the Work Days and hours designated by Owner, and authorized by the Applicable Laws. 6.4.4 Design Builder shall keep the Site clean of trash, debris, and waste on a daily basis. Should Design Builder fail to comply with this provision, Owner may clean the Site, deducting the cost of such action from the Fixed General Conditions Cost. 6.4.5 Design Builder shall not dispose of any trash, debris, waste, Hazardous Materials, rock, unsuitable soil, or organic materials on the Site without Owner's prior written consent, which Owner may exercise at its sole and absolute discretion. 6.4.6 Design Builder shall exercise good judgment in the storage and security of materials and equipment. Owner shall not be liable to Design Builder or any Subcontractor for any damage, loss, or theft of materials or equipment stored on or off the Site, except to the extent that such damage, loss, or theft is caused by Owner's sole negligence and not covered by property insurance. Long Form Owner -Design Builder Agreement April 2014 40 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 6.4.7 Design Builder shall take reasonable precautions to secure the Site and prevent any unauthorized persons from entering or remaining at the Site or any other location where Work is performed. 6.4.8 Design Builder may post signs approved by Owner restricting access to any Phase, portion, or area of the Site within the custody, control, or possession of Design Builder. Design Builder shall have authority to remove, bar, and prosecute any trespassers from any Phase, area, or portion of the Site within the custody, control, or possession of Design Builder. Design Builder's authority under this subparagraph shall revoke upon completion of the Work or termination of the Agreement. Nothing contained herein is intended to waive or otherwise diminish Owner's rights with respect to the Site, or any Phase or portion thereof, including the right to remove, bar, and prosecute any unauthorized persons who enter the Site, or any Phase or portion thereof. 6.4.9 Owner may direct Design Builder to re -locate temporary facilities, parking lots, and stored materials or equipment during the progress of the Work, in which case Design Builder may make a Claim for any increase to Design Builder's Fixed General Conditions Cost for any additional costs or expenses incurred by Design Builder directly as a result of any such relocation, unless the relocation was necessary to perform the Work in Phases or otherwise planned at the time of executing the Agreement. 6.4.10 Owner shall at all times have access to the Work, Site, Phases, and Project. Design Builder shall reasonably facilitate Owner's access to the Work, Site, Phases, and Project. 6.4.11 Design Builder shall use best efforts to minimize any interference of the Work with the possession, enjoyment, and use of any occupied areas, buildings, and Phases existing on or adjacent to the Site. 6.4.12 Design Builder shall not allow any employee, agent, representative, consultant, or Subcontractor to use any existing or new facilities at the Site, including plumbing fixtures, entrances, and parking areas, other than those designated by Owner. 6.5 Work Related Taxes, Fees, Permits, Licenses, Rovalties, Patents, and Notices 6.5.1 Unless stated otherwise in the Contract Documents, Design Builder shall pay, or cause to be paid, all import duties, and gross -receipts, sales, use, excise, value-added, ad valorem, and other similar taxes required to be paid in connection with the Work. 6.5.2 Design Builder shall procure and pay for the building permit and all other permits, fees, licenses, inspections, approvals, certificates, bonds, charges, deposits, and renewals required by the Applicable Laws for the proper performance of the Work and not specifically identified as being Owner's responsibility in the Contract Documents. Owner shall cooperate and reasonably assist Design Builder in fulfilling Design Builder's responsibilities under this subparagraph. 6.5.3 Excluding impact fees, Owner shall procure and pay for all permits, licenses, inspections, approvals, certificates, bonds, and renewals for the operation or use of any Long Form Owner -Design Builder Agreement April 2014 41 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 permanent structure on the Project. Design Builder shall cooperate and reasonably assist Owner in fulfilling Owner's responsibilities under this subparagraph. 6.5.4 Design Builder shall obtain and pay for any licenses or royalties for all intellectual property rights, including patents and copyrights, selected, used, or installed by Design Builder in the performance of the Work. 6.5.5 Design Builder shall provide and pay for all notices required by the Applicable Laws for the Work, Site, and Project. 6.5.6 Design Builder shall order, coordinate, and pay all impact fees, costs, and expenses to temporarily and permanently connect utilities to the Work. Owner shall pay any capital costs and plant investment fees for the permanent connection of utilities to the Project. 6.5.7 If the Applicable Laws require a trade license to perform a certain portion of the Work, Design Builder shall use only employees and Subcontractors who hold the proper trade license to perform such Work. 6.5.8 Owner shall secure and pay for all easements and rights -of -way necessary for permanent access to or operation of the Project. Design Builder shall secure in Owner's name and pay for all temporary easements and rights -of -way relating to Design Builder's performance of the Work. 6.5.9 Design Builder shall provide, pay for, and maintain any bond required by any public entity in connection with any portion of the Work. 6.6 Compliance with Applicable Laws 6.6.1 Design Builder shall comply with all Applicable Laws in the performance of the Work. Owner shall not be responsible for verifying or monitoring Design Builder's compliance with the Applicable Laws. 6.6.2 Design Builder will take all steps necessary and appropriate to ensure no employee will be employed in connection with the Work unless Design Builder or Subcontractor, as applicable, verified the employee's authorization to work in the United States in compliance with all applicable Laws, including without limitation, 8 U.S.C.A § 1324a et seq. (the "Immigration Reform and Control Act") and shall impose this same contractual requirement upon its Subcontractors. 6.7 Owner's Rights to Stop and to Perform the Work 6.7.1 Should Design Builder fail within seven (7) days of Owner's written notice to correct any defective or non -conforming Work or, if the Work cannot reasonably be corrected within seven (7) days, commence and diligently pursue correction until completion, Owner may take all or part of the following actions, without prejudice to any other right or remedy available to Owner under law or equity: Long Form Owner -Design Builder Agreement April 2014 42 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (a) Order Design Builder to stop all Work affected by the defective or non- conforming Work; (b) Correct such defective or non- conforming Work; and (c) Obtain reimbursement from Design Builder or deduct from any payments otherwise due Design Builder the cost, expense, or damage that Owner incurs as a result of Design Builder's failure to correct such defective or non -conforming Work. 6.8 Testing and Inspection of Work 6.8.1 Design Builder shall monitor and test the quality of the Work during construction to protect Owner against defective or non -conforming Work. Design Builder shall make the results of each and every such test available to Owner upon Owner's request. 6.8.2 In addition to and not in lieu of Design Builder's testing obligations under subparagraph 6.8.1, Owner will employ an independent consultant to test materials if and to the extent testing is required by the Contract Documents. Owner shall make the results of each and every such test available to Design Builder upon Design Builder's request. 6.8.3 Design Builder shall notify Owner in writing when any portion of the Work is ready for any inspection required by the Contract Documents. Design Builder shall promptly inspect such Work and identify any defective or non -conforming Work. 6.8.4 In addition to inspections under subparagraph 6.8.3, Owner may direct Design Builder to allow inspection or testing of any portion of the Work at any time, for any reason. 6.8.5 After any inspection under this Paragraph is complete, Design Builder shall promptly repair or replace any defective or non -conforming Work. Upon correction, but before covering, Design Builder shall notify Owner of the need to re -inspect such Work. 6.8.6 The Contract Price may be adjusted in strict accordance with Article 8 of the Agreement for the reasonable direct cost to uncover, inspect, test, and recover any portion of the Work found to be without defects and conforming to the Contract Documents, unless such Work was uncovered as a result of Design Builder's failure to notify Owner of an inspection required by the Contract Documents. 6.8.7 Design Builder shall not be reimbursed for any cost or expense to uncover, re -inspect, and cover any defective or non -conforming Work, or any Work uncovered as a result of Design Builder's failure to notify Owner of an inspection required by the Contract Documents. Design Builder shall reimburse Owner, or Owner may deduct from any payments otherwise due Design Builder, any costs and expenses Owner incurs to uncover, re -inspect, and cover any defective or non -conforming Work, or any Work uncovered as a result of Design Builder's failure to notify Owner of a test or inspection required by the Contract Documents. 6.8.8 No observation, test, approval, or inspection under this Paragraph shall relieve Design Builder from conformance with the Contract Documents. Long Form Owner -Design Builder Agreement April 2014 43 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 6.9 Substantial Completion 6.9.1 By agreement or at Owner's sole option, Owner may agree to accept Substantial Completion of any Phase or aspect of the Work before Design Builder achieves Substantial Completion of the entire Work. 6.9.2 Nothing contained herein shall prevent Owner from occupying a Phase or portion of Work before Design Builder achieves Substantial Completion of such Phase or portion of Work. 6.9.3 Design Builder shall notify Owner in writing when Design Builder reasonably believes that it has achieved Substantial Completion of the entire Work, or any Phase or portion thereof for which Owner agrees to accept Substantial Completion in advance of Substantial Completion of the entire Work. 6.9.4 Owner shall promptly inspect the entire Work, or designated Phase or aspect thereof, and notify Design Builder if they agree or disagree such Work has achieved Substantial Completion. Owner shall promptly notify Design Builder of any items precluding Substantial Completion of such Work. 6.9.5 In the event Owner determines Design Builder has achieved Substantial Completion of the entire Work, or designated Phase or aspect thereof, Owner shall prepare a written punch list identifying all incomplete, defective, and non -conforming Work then known to Owner in connection with such Work. 6.9.6 Owner may revise and resubmit the punch list to Design Builder if any additional incomplete, defective, or non -conforming Work are discovered before Final Payment. Any incomplete, defective, or non -conforming Work discovered after Final Payment shall be completed or corrected in accordance with Design Builder's warranty obligations under Paragraph 6.11 of the Agreement. 6.9.7 Failure to include an item on the punch list shall not constitute acceptance by Owner of any incomplete, defective, or non -conforming Work, or otherwise excuse Design Builder from conformance of the Work with the Contract Documents. 6.9.8 Design Builder shall issue and Owner shall sign a Certificate of Substantial Completion when Owner determines the entire Work, or designated Phase or aspect thereof, have achieved Substantial Completion. The Certificate of Substantial Completion shall include: (a) Date of Substantial Completion of the entire Work, or designated Phase or aspect thereof; (b) Owner's and Design Builder's responsibilities with respect to security, maintenance, clean-up, utilities, and insurance pending Final Payment; and (c) Punch list. Long Form Owner -Design Builder Agreement April 2014 44 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 6.9.9 Notwithstanding anything to the contrary in the Contract Documents, Substantial Completion of the entire Work, or any designated Phase or aspect thereof, shall be conditioned upon: (a) Completion of all such Work, except for minor punch list items; (b) Owner or its designee being able to occupy, use, and enjoy such Work for its intended purposes; (c) Issuance of a final Certificate of Occupancy for such Work, which may be supplemented by a permanent Certificate of Occupancy for the entire Project; provided, however, Substantial Completion shall not be unreasonably withheld in the event of a failure to receive a Certificate of Occupancy due solely to Owner's or its Separate Contractor's failure to comply with any regulatory agency's requirements relating thereto; (d) Consent of all sureties, insurers, and appropriate governmental authorities to Owner's occupancy, use, and enjoyment of such Work; and (e) Issuance of a Certificate of Substantial Completion for such Work in accordance with subparagraph 6.9.8. 6.9.10 Upon issuance of the Certificate of Substantial Completion, Design Builder may submit an application for payment requesting payment for the entire Work, or designated Phase or aspect thereof, less the applicable retainage. 6.9.11 Owner shall review Design Builder's application for payment upon Substantial Completion in accordance with Paragraph 7.13 of the Agreement. 6.9.12 Notwithstanding anything to the contrary in the Contract Documents, Owner's occupancy, use, or enjoyment of any Phase or aspect of Work shall not constitute acceptance of any Work not conforming with the Contract Documents. 6.10 Final Completion 6.10.1 Design Builder shall notify Owner in writing when Design Builder reasonably believes that it has achieved Final Completion of the entire Work. 6.10.2 Design Builder's notice under subparagraph 6.10.1 shall identify any Claims Design Builder made in accordance with Paragraph 9.8 of the Agreement that Design Builder wants to reserve. 6.10.3 Final Completion shall not be achieved until the following conditions are satisfied: (a) Design Builder provides Owner with all Design Builder and Subcontractor close- out documents, in a form acceptable to Owner, including: Long Form Owner -Design Builder Agreement April 2014 45 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (1) Final unconditional lien waivers and releases from Design Builder and all Subcontractors; (ii) lien satisfactions, cancellations, or bonds (transfer, dissolution, or indemnity) for any liens recorded against the Project; (iii) Final affidavits; (iv) Operation and maintenance manuals, charts, and instructions; (v) Inspection and test results; (vi) Warranties, guarantees, and special warranties from Design Builder and all Subcontractors; and (vii) All other documents required by Owner or the Contract Documents; (b) Design Builder schedules and completes all operation and maintenance training, and any other training required by Owner or the Contract Documents; (c) Design Builder furnishes Owner with any insurance certificates required for continuing coverage under the Contract Documents; (d) Design Builder completes and furnishes to Owner all Progress Documents, which Design Builder shall keep current, in good order and repair, and make available to Owner upon request; (e) Design Builder obtains all permanent Certificates of Occupancy required by the applicable government authorities; (f) Design Builder submits to Owner the Final Cost Reconciliation, Exhibit T-2, which shall include the amounts paid by Owner to Design Builder under the cost categories as set forth in Paragraphs 7.5, 7.6, 7.7, 7.8, and 7.9; (g) Design Builder provides Owner with any other documents reasonably required by Owner or any Lender to facilitate close-out of the Work; (h) Design Builder fully and finally completes all punchlist items, and any other incomplete or non -conforming Work not accepted by Owner in writing; and (i) Design Builder removes all temporary facilities and structures, disconnects all temporary utilities, and completes its final clean-up. 6.10.4 Upon receipt of notice Design Builder believes it has achieved Final Completion of the entire Work, Owner and Design Builder shall promptly inspect the Work. Owner shall notify Design Builder of any incomplete or non -conforming Work that precludes Final Completion. Long Form Owner -Design Builder Agreement April 2014 46 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 6.10.5 Owner may, at its option, accept Work not conforming to the Contract Documents, in which case the Contract Price shall be equitably adjusted to reflect the diminished value of the Project as a result of Owner's acceptance of non -conforming Work. Owner's acceptance of non- conforming Work must be in writing, specific, and in detail to be valid. 6.10.6 Upon Final Completion, Design Builder may submit a notarized application for payment requesting Final Payment for the entire Work. 6.10.7 Owner shall review and pay Design Builder's application for payment upon Final Completion in accordance with Paragraph 7.13 of the Agreement. 6.10.8 Design Builder's acceptance of Final Payment shall constitute a waiver by Design Builder of all Claims arising out of or relating to the Work, whether made or not, except for any Claims made in accordance with Paragraph 9.8 and reserved in the Certificate of Final Completion. 6.10.9 Upon Design Builder's acceptance of Final Payment, Owner waives any Claims arising out of or relating to the Work, whether made or not, except: (a) Claims for Design Builder's failure to satisfy any payment obligations relating to the Project, but only to the extent that Owner incurs or reasonably may incur costs as a result of such failure; (b) Claims for improper payments discovered as a result of any audit conducted after Final Payment in accordance with Paragraph 2.5 of the Agreement; (c) Claims made in accordance with Paragraph 9.8, and any document evidencing Final Completion; (d) Claims under any warranty, guarantee, or special warranty related to the Project; (e) Claims for latent defects; (f) Claims for indemnification under the Contract Documents or Applicable Laws; and (g) Claims under any insurance coverage furnished by Design Builder or any Subcontractor pursuant to Article 3. 6.11 Warrantv 6.11.1 Design Builder warrants to Owner that: (a) All materials and equipment incorporated in the Work will be new and unused unless specifically required or permitted otherwise by the Contract Documents. (b) All materials and equipment incorporated in the Work will be of the type, manufacture, and quality specified in the Contract Documents. Long Form Owner -Design Builder Agreement April 2014 47 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (c) All Work will be free of defects in materials, equipment, and workmanship. (d) All Work will conform to the requirements of the Contract Documents. 6.11.2 Design Builder's warranty obligations under subparagraph 6.11.1 exclude normal wear, normal maintenance, and defects wholly caused by Owner's neglect, abuse, ill-advised alterations, improper operation, improper maintenance or faulty repair. 6.11.3 In addition to and not in lieu of any other warranty, Design Builder shall: (a) Assign to Owner all Subcontractor warranties, guaranties, and special warranties; (b) Cause all portions of the Work to be performed in a manner that will facilitate the receipt and maintenance of all Subcontractor warranties, guaranties, and special warranties as well as assure that all commissioning and reporting to third -parties has been appropriately completed; and (c) Cooperate with and provide Owner with all information required to make a claim against any Subcontractor warranty, guarantee, or special warranty. 6.11.4 No warranty, guarantee, or special warranty required by the Contract Documents shall be construed to limit, exclude, or replace any other warranty, guarantee, or special warranty required by the Contract Documents. 6.11.5 Unless limited or Modified by the Contract Documents, all warranty, guarantee, and special warranty obligations under this Paragraph shall commence at Substantial Completion of the entire Work, survive Final Payment to Design Builder, and continue until time -barred under the Applicable Laws. Design Builder shall not be obligated to correct defective Work, except to the extent required by Paragraph 6.12. 6.12 Correction of Work Warrantv 6.12.1 In addition to and not in lieu of any other warranty obligations under the Contract Documents, Design Builder shall promptly and diligently repair, replace, and make new any portion of the Work in which: (a) Any defect in materials, equipment, or workmanship ("defective Work") that appears or arises within one year from the Substantial Completion Date of the entire Work, or within the term of any special extended warranties, unless Owner specifically accepts in writing such defective Work, or Owner allows, at its sole discretion, the one-year correction period to commence earlier for materials, equipment, or workmanship wholly contained within a single Phase of the Project. (b) Any failure to conform to the Contract Documents ("non -conforming Work") is discovered before expiration of the applicable Statute of Limitations or Statute of Repose, whichever is longer, unless Owner specifically accepts such non- conforming Work in writing. Long Form Owner -Design Builder Agreement April 2014 48 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 6.12.2 Owner shall promptly notify Design Builder in writing of any defective Work or non- conforming Work within the applicable period of the correction warranty. 6.12.3 Within five (5) days after receipt of notice, Design Builder shall promptly commence and diligently pursue correction of the defective Work or non -conforming Work, including removal and replacement of any damage caused to other portions of the Work thereby. Design Builder shall coordinate all corrective activities with Owner to avoid or mitigate any loss to Owner of business, production, efficiency, or enjoyment of the Project. 6.12.4 If Design Builder fails to commence and diligently pursue correction of any defective Work or non -conforming Work within five (5) days of Owner's notice under subparagraph 6.12.2, or if the defective Work or non -conforming Work creates an Emergency, or if the defective Work or non -conforming Work will, in Owner's opinion, result in unreasonable loss to Owner of business, production, efficiency, or enjoyment of the Project, Owner may, without notice or waiver of any right or remedy against Design Builder and any responsible Subcontractor, correct the defective Work or non -conforming Work. 6.12.5 Design Builder shall reimburse Owner within thirty (30) days of receipt of Owner's written invoice for all costs and expenses incurred by Owner in connection with this Paragraph. Long Form Owner -Design Builder Agreement April 2014 49 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 7 CONTRACT PRICE AND PAYMENTS 7.1 Design Builder's Design Fee 7.1.1 The Design Builder's Design Fee shall be that contained within Exhibit A-4. 7.2 GMP Proposal 7.2.1 After completion of the Design Review Documents, but before completion of the Construction Documents, Design Builder shall also submit a GMP Proposal containing: (a) A GMP, which shall include the Design Builder's Fee and the estimated Direct Cost of the Work; (b) A list of drawings and specifications Design Builder has relied on in preparing the GMP; (c) A list of assumptions and clarifications relied on for establishing the Preliminary Cost Estimate; (d) Bonding requirements for Design Builder and Subcontractors; (e) A list of allowances, if any; (f) Proposed alternate prices; and (g) Proposed unit prices. 7.2.2 After Owner receives the GMP Proposal, Owner and Design Builder shall meet to review the GMP Proposal. Owner shall review the GMP Proposal and shall accept, reject, or send a revised or modified GMP Proposal within fifteen (15) days to Design Builder. If Owner rejects or modifies the GMP Proposal, Design Builder shall have fifteen (15) days following receipt of the Owner's modifications to the GMP Proposal. Design Builder shall then resubmit an amended GMP Proposal to Owner who shall respond as previously described in this Paragraph 7.2.2. 7.2.3 If Owner rejects the GMP Proposal, the GMP Proposal shall be deemed withdrawn and of no effect. In such event, Owner and Design Builder shall meet and confer as to how the Project will proceed, with Owner having the following options: (a) Owner may suggest modifications to the GMP Proposal, where upon, if such modifications are accepted in writing by the Design Builder, the GMP Proposal shall be deemed accepted and the Parties shall execute an amendment to this Agreement setting forth the GMP and its basis; Long Form Owner -Design Builder Agreement April 2014 50 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (b) Owner may authorize Design Builder to continue to proceed with the Work on the basis of mutually agreeable compensation terms without a GMP in which case all references in this Agreement to the GMP shall not be applicable; or (c) Owner may terminate this Agreement for convenience. 7.3 Guaranteed Maximum Price 7.3.1 Design Builder assumes all responsibilities for performing all Work and Services for the GMP. If the Direct Cost of the Work exceeds the GMP, Design Builder shall pay such excess from its own funds and Owner shall not be required to fund the excess. Unless otherwise authorized by Change Order in accordance with the Contract Documents, Design Builder shall have no claim against Owner on account of such excess above the GMP, except as provided in the Contract Documents. The GMP shall be subject to additions and deductions by Change Order as provided in the Contract Documents. 7.3.2 Design Builder shall not be excused or released in any way from properly and timely performing the entire Work, or any other obligations under the Agreement, in the event the sum of the (i) Direct Cost of the Work, (ii) Self -Performed Work Price, (iii) Fixed General Conditions Cost, (iv) Reimbursable General Conditions Cost, and (v) Design Builder's Fee exceeds the GMP. 7.4 Contract Price 7.4.1 The Contract Price is the sum of the (i) Direct Cost of the Work, (ii) Self -Performed Work Price, (iii) Fixed General Conditions Cost, (iv) Reimbursable General Conditions Cost, and (v) Design Builder's Fee or the GMP, whichever is less. 7.4.2 Owner shall pay Design Builder the Contract Price for Design Builder's timely and proper performance and completion of the Services and entire Work. 7.4.3 Design Builder shall make its books and records for the Project available to Owner and its accountants or other representatives within forty-eight (48) hours of Owner's written notice. Owner may make such request before, during, and after Final Payment for the purpose of auditing the amounts paid for the (i) Services, (ii) Direct Cost of the Work, (iii) Self -Performed Work Price, (iv) Fixed General Conditions Cost, and (v) Reimbursable General Conditions Cost. Design Builder shall promptly reimburse Owner for any costs and expenses determined to be improperly paid to Design Builder. 7.5 Direct Cost of the Work 7.5.1 The Direct Cost of the Work shall consist exclusively of the following cost categories: (a) Invoices, pay applications, bills, and vouchers or similar documents for Work properly and timely performed by Subcontractors that is either paid by Design Builder, due from Design Builder, or will become due from Design Builder upon receipt of the requested payment in accordance with the Contract Documents and Project related subcontract agreements; Long Form Owner -Design Builder Agreement April 2014 51 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (b) Materials, equipment, and supplies incorporated into completed Work, including reasonable waste factors and the cost to purchase, transport, install, connect, finish, start-up, and test such items, less salvage value, storage, and unloading for any materials, equipment, and supplies not incorporated in the completed Work or designated surplus stock; (c) Materials and supplies partly or wholly consumed at the Site in the proper and timely performance of Work, including the cost to purchase and transport such items, less salvage value for any unconsumed materials and supplies, excluding, however, equipment or materials furnished or purchased or otherwise provided by the Owner; (d) Site security costs and expenses, including fences, barricades, temporary locks, doors, alarms, and identification systems. At the Owner's discretion these items may be included in Reimbursable General Conditions Cost; (e) Sales, use, and similar taxes, tariffs, and duties properly paid by Design Builder for any materials, equipment, and supplies identified in subparagraphs 7.5.1(b) and (c). Income, revenue, gross receipts, or similarly based taxes are specifically excluded; (f) Intellectual property licenses and royalties paid by Design Builder for any materials, equipment, and supplies identified in subparagraphs 7.5.1(b) and (c); and (g) Any other costs or expense pre -approved by Owner in writing that Design Builder incurs as an immediate and proximate result of the performance of the Work, which are not otherwise included in the Self -Performed Work Price, Fixed General Conditions Cost, Reimbursable General Conditions Cost, or Design Builder's Fee. 7.5.2 In no event shall any cost or expense not specifically and clearly included within the cost categories set forth in subparagraph 7.5.1 be considered a Direct Cost of the Work. 7.5.3 Design Builder shall be entitled to any discount received for early payment of any subcontract, material, equipment, or supply obligation, unless specifically agreed to otherwise by Owner and Design Builder. Design Builder shall be entitled to the cost savings resulting from any agreement between Design Builder and a national vendor calculated based upon an annual volume. 7.5.4 Design Builder shall exercise best efforts to recover any credits, rebates, or deposits to which it may be entitled in connection with the Work. Any credit, rebate, or deposit recovered by Design Builder shall be deducted from the Contract Price. 7.5.5 Notwithstanding anything in this Paragraph 7.5 to the contrary, no cost or expense will be payable to Design Builder as a Direct Cost of the Work absent accurate, complete, and detailed records reflecting the actual net amount incurred by Design Builder. Long Form Owner -Design Builder Agreement April 2014 52 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 7.6 Self -Performed Work Price 7.6.1 Design Builder shall self -perform all portions of the Work identified in The GMP Schedule, which is attached hereto as Exhibit B-1 and incorporated herein by reference, and also identified in the Recommended Subcontractor and Supplier List, which is attached hereto as Exhibit E-1 and incorporated herein by reference, for the Self -Performed Work Price fixed therein. 7.6.2 Design Builder may submit a proposal to Owner to self -perform additional portions of the Work if Design Builder can demonstrate to Owner's satisfaction that Design Builder's proposal is competitively priced and reflects a benefit to the Project. Owner shall not be obligated to approve any proposal for Self -Performed Work. 7.6.3 Unless agreed to by Owner in writing, Design Builder shall not include in its proposal for Self -Performed Work any materials furnished by Design Builder, or any labor, materials, or services furnished by a Subcontractor. 7.6.4 As a condition precedent to Owner's consideration of any proposal for Self -Performed Work, Design Builder shall exercise best efforts to obtain and provide to Owner bona fide proposals from at least two (2) responsible bidders in a form that allows comparison to Design Builder's proposal. In the event Design Builder is unable to obtain two (2) such proposals, Design Builder shall provide Owner with any proposals received by Design Builder, and with Design Builder's detailed estimate of the cost to perform such Work in an "open book" format. 7.6.5 Owner's payment of the Self -Performed Work Price shall be Design Builder's only compensation from Owner for all costs and expenses incurred by Design Builder in the performance of the Self -Performed Work, including costs and expenses for labor and supervision (plus all Federal and state taxes, contributions, and benefits), and as agreed to by Owner for supplies, equipment, machinery, tools, inspection, testing, balancing, start-up, and services furnished, incorporated into, used, or consumed, in whole or in part, which arise out of or relate to the Self -Performed Work. 7.7 Fixed General Conditions Cost 7.7.1 The Fixed General Conditions Cost shall generally consist of the following cost categories, which are further illustrated but not limited by the Fixed General Conditions Summary and Fixed General Conditions Detail, which are attached hereto as Exhibits C-1 and C-2 respectively and incorporated herein by reference: (a) Regular and overtime wages and salaries paid by Design Builder to employees, workers, or other personnel to manage, administer, or supervise any aspect of the Work. Design Builder shall not be entitled to payment from Owner for any corporate or regional office expense; this area specifically includes Design Builder's field layout personnel as well as Design Builder's layout equipment and supplies, including transit, level and rod; Long Form Owner -Design Builder Agreement April 2014 53 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (b) Federal and state taxes, contributions, and benefits paid by Design Builder in relation to the wages and salaries paid to the employees, workers, and other personnel identified in subparagraph 7.7.1(a); (c) Materials, equipment, and supplies incorporated into the completed Work with an individual or aggregate cost less than $500; (d) Materials and supplies partly or wholly consumed at the Site in the proper and timely performance of the Work with an individual or aggregate cost less than $500; (e) Project -related overhead, including without limitation, Design Builder's cost and expense to own, rent, lease, furnish, operate, and maintain the field office facility and any other location providing field support operations to the Project. Design Builder shall not be entitled to payment from Owner for any corporate or regional office overhead costs; (f) Document reproduction costs, including the cost to own, rent, lease, operate, and maintain copy machines, blueprint machines, and facsimile machines; (g) Safety program and implementation costs and expenses, including all safety gear, supplies, equipment, and incentives; (h) Licenses, consents, and approvals required for the construction of the Project, unless specifically identified as a Reimbursable General Conditions Cost under Paragraph 7.8 of the Agreement; (i) Field operation support costs and expenses, including bulletin boards, signs, drinking water, ice, portable toilets, radios, identification devices, incentives, and parking onsite, it being the Owner's intent that Design Builder and its Subcontractors park onsite to the maximum extent available; (j) Design Builder's costs to own, lease, rent, operate, and maintain, store and protect Design Builder's materials, equipment, or supplies or other assets of any description associated with, or necessary for, the Design Builder's execution of the Work; (k) Fuel, oil, grease, filters, routine maintenance, and repair parts consumed on the Site for any motor vehicles; (1) Insurance premiums and deductibles for the specific coverage and limits Design Builder is obligated to furnish, maintain, and pay for under the Contract Documents, if any. Initial inspection, testing not otherwise provided by Owner, quality assurance, and quality control of the Work; (m) Cleanup, dumpsters, and disposal of trash, organic materials, hazardous and non- hazardous wastes, and other dust, debris, and wastes generated in connection with Long Form Owner -Design Builder Agreement April 2014 54 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 the Work, unless specifically identified as a Reimbursable General Conditions Cost under Paragraph 7.8 of the Agreement; and (n) Negotiation, mediation, arbitration, litigation, and other legal expenses, including without limitation any attorney, consultant, and expert witness fees. 7.7.2 The Fixed General Conditions Cost shall be adjusted only in the event Owner orders changes to the Work that cause an increase to the Contract Time, as evidenced by the effect of such change on the then most current monthly update to the Project Schedule. Any such adjustment to the Fixed General Conditions Cost shall be agreed upon at the time of the increase to the Agreement. 7.7.3 Subject to subparagraph 7.3.1 of the Agreement, the Fixed General Conditions Cost shall be payable to Design Builder as follows, without regard to the actual costs and expenses incurred by Design Builder in connection therewith: (a) Design Builder may include and Owner shall pay up to fifteen percent (15%) of the Fixed General Conditions Cost in Design Builder's first application for payment for the Project; and (b) Design Builder shall invoice the unpaid balance of the Fixed General Conditions Cost on a pro-rata basis over the remaining Contract Time, as may be adjusted, starting after Design Builder's first application for payment for the Project and concluding with Design Builder's final application for payment. 7.7.4 For the purpose of encouraging early completion, Design Builder shall not be obligated to reimburse Owner for any portion of the Fixed General Conditions Cost in the event Design Builder achieves early Substantial Completion. 7.8 Reimbursable General Conditions Cost 7.8.1 Reimbursable General Conditions Costs shall be billed to and paid by the Owner. The Reimbursable General Conditions Cost categories shall strictly consist of the following: (a) Fees incurred by Design Builder for the building permit, and any associated plan review, inspection, disturbance, and impact fees for the Project. Impact fees may include, without limitation, fees for the Work to connect to available or future water, sewer, or transportation systems; (b) Easements and licenses specifically required for the completed operation of the Project, and not as a result of Design Builder's means, methods, techniques, sequences, or procedures of construction; (c) Construction -based renovation, sales, use, or similar taxes based upon or assessed against the Contract Price and incurred by Design Builder. Income, revenue, or similarly based taxes are specifically excluded; Long Form Owner -Design Builder Agreement April 2014 55 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (d) Utility costs incurred in connection with the performance of the Work at the Site before turn -over to Owner, including temporary and permanent power, water, sewer, and telephone, but excluding utilities associated with Design Builder's field office or job trailer; (e) Surety premiums for Subcontractor -furnished payment and performance bonds, but only if authorized by Owner in writing in accordance with Paragraph 3.11 of the Agreement; (f) ICRA related expenses. For the purposes of this agreement, ICRA measures shall be understood to represent and management of fine particulate matter. A specific person(s) or subcontractor shall be designated to this work. No other persons or entities shall be charged to Owner for ICRA clean-up expenses. In the event such work is performed with Design Builders own forces, expenses allowed to be reimbursed are specifically limited to those appearing in Exhibits D-1 and D-2; (g) Traffic control personnel and Watchmen; (h) Temporary heaters; (i) Temporary roads, road maintenance, personnel shuttles, offsite parking, to the extent onsite parking is unavailable, temporary directional signage, temporary fencing, weather protection, pumping and dewatering, temporary filters and media, and repair to damaged streets; (j) Perimeter safety rails, temporary ladders and stairs, dust partitions, temporary tunnels, and indoor air quality control (testing and consultants); (k) Material and personnel hoists, lulls and cranes, bulldozers, backhoes, and other large rental equipment (not provided by Subcontractors); (1) Protection of existing building structure and finishes. Allowable costs would include associated materials, supplies and incidentals. Costs associated with protection of new work should be included in Cost of Work and are not allowed in this section; (m) Any equipment and/or small tools used or consumed with an individual cost of more than $500 must be approved by Owner's Construction Manager prior to purchase. This equipment is to revert to the facility at Project completion. Any equipment and/or small tools used or consumed with an individual cost of less than $500 not need be approved by Owner's Construction Manager and is considered a consumed item, which does not need to be returned to the Owner at Project completion; (n) Temporary third -party labor forces of any description, provided that Owner has furnished prior written authorization to use such forces; and Long Form Owner -Design Builder Agreement April 2014 56 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (o) Overtime charges for expenses for temporary third -party labor forces, or Design Builder's own forces, provided that the necessity for overtime activity is not a function of the Design Builder's delay or failure to sequence or coordinate the execution of the Work properly in light of the Project Schedule. (p) Design Builder shall include within the GMP the allowances set forth in the Reimbursable General Conditions Summary and Reimbursable General Conditions Schedule, which are attached hereto as Exhibits D-1 and D-2 respectively, and Allowance and Contingency Summary attached as Exhibit B-4, which reflect Design Builder's best estimate of the actual costs and expenses Design Builder expects to incur for such individual allowances during the performance of the Work. 7.8.2 Labor rates are to be established at the time of execution of the Agreement. After Project commencement, if a new labor type is to be incorporated into the Project, Owner must consent in writing and approve the applicable labor rate prior to the receipt of any reimbursement request from Design Builder. Any labor charged to Reimbursable General Conditions shall include all forms of employee compensation, taxation, insurance coverage, benefits or other employment based charge, cost or expense of any description and be expressed by the Design Builder to the Owner on a unit price basis. (a) In some instances, it may be appropriate for Owner to pay travel -related costs for Design Builder, Subcontractor, or other Project -related personnel under Reimbursable General Conditions. In these instances, the following guidelines should be followed: (i) All business expenses submitted for reimbursement should have an explanation as to the purpose and adequate documentation attached to the payment application to support the charges. Detailed receipts should be provided and all receipt copies must be clear and legible. Credit card statements are not acceptable as support; (ii) Personnel should use prudence, discretion and good judgment when traveling. Any meals or other charges considered to be excessive may not be reimbursed by Owner. Owner's Construction Manager will have discretion as to how much, if any, of excessive charges should be reimbursed. Meal charges should be supported by itemized receipts. If meals for multiple people are included on one receipt, names of all attendees should be written on the receipt; (iii) Owner shall not reimburse items of a personal or non -business nature. Items such as snacks, drinks, laundry, and spousal or companion expenses are considered personal in nature and will not be reimbursed; (iv) Mileage charges, when incurred, will be reimbursed by Owner based on the IRS approved mileage rate in effect at the time of travel. Business mileage should be documented using a daily travel log; and Long Form Owner -Design Builder Agreement April 2014 57 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (v) Under no circumstances will any mobile phone, blackberry or similar personal wireless device be reimbursed by Owner. 7.8.3 All labor costs billed under Reimbursable General Conditions must include proper supporting documentation with the payment application. At a minimum, documentation for labor costs should include the employee's name, date(s) worked, hours worked, project site, and rate of pay. The following documentation will be considered adequate: (a) Design Builders' employees — The Design Builder payment application may include a payroll register or other payroll system -generated report that supports the labor costs billed. If a payroll report is provided as supporting documentation, it must show the employee's name, date(s) worked, hours worked, and rate of pay. Signed timesheets are not required to be submitted, but will be considered as acceptable documentation in lieu of a payroll report. While timesheets are not required to be submitted with Design Builder's payment application, Design Builder should maintain timesheets at Design Builder's home office and make them available in the event of a future audit. (b) Subcontractors', suppliers', and vendors' employees — The Design Builder payment application must include a Subcontractor invoice showing the employee's name, date(s) worked, hours worked, and rate of pay. In addition, the hours worked must be supported by daily signed work tickets (or similar documents) approved by the Design Builder's field personnel. Copies of the signed work tickets should be included with the payment application. Temporary Agency labor should be supported with a Purchase Order authorizing the use of temporary labor and detailing the rates to be paid. These P.O.s do not have to be submitted with Design Builder's payment application, but Design Builder should maintain these at Design Builder's home office and make them available in the event of a future audit. 7.9 DesiLrn Builder's Construction Administration Fee 7.9.1 Design Builder's Fee shall equal the estimated sum of the (i) Direct Cost of the Work, (ii) Self -Performed Work Price; (iii) Fixed General Conditions Cost; and (iv)Reimbursable General Conditions Cost multiplied by the percentage corresponding to the GMP on the graduated scale set forth in Exhibit B-1. Adjustments in the GMP shall not change the percentage used to calculate Design Builder's Fee. 7.9.2 Design Builder's Fee shall be adjusted for Change Orders by the net increase or decrease, if any, in the sum of the (i) Direct Cost of the Work, (ii) Self -Performed Work Price; (iii) Fixed General Conditions Cost, and (iv) Reimbursable General Conditions Cost resulting from the Change Order multiplied by the percentage established in subparagraph 7.9.1. 7.11 Schedule of Values 7.11.1 At the time of executing the Agreement, Design Builder shall submit to Owner a Schedule of Values that fairly and accurately apportions the Direct Cost of the Work, Self - Performed Work Price, Fixed General Conditions Cost, Reimbursable General Conditions Cost, Long Form Owner -Design Builder Agreement April 2014 58 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 and Design Builder's Fee to discrete items of Work, in such form and detail as reasonably required by Owner to verify its accuracy. Design Builder may include the Fixed General Conditions Cost and Design Builder's Fee as separate line items in the Schedule of Values. 7.11.2 Design Builder shall not front -load, or otherwise materially misrepresent Design Builder's estimated Direct Cost of the Work or Reimbursable General Conditions Cost for any line item of Work in the Schedule of Values. Upon Owner's request, Design Builder shall furnish Owner with documents that confirm the accuracy of the estimated Direct Cost of the Work and Reimbursable General Conditions Cost for each line item in the Schedule of Values. 7.11.3 Owner acknowledges that Design Builder does not guarantee the maximum cost of any particular line item in the Schedule of Values, as the GMP is Owner's maximum obligation to pay the aggregate of all line items in the Schedule of Values, subject to contractually based GMP adjustments. 7.11.4 Design Builder shall revise the Schedule of Values to include all executed Change Orders. 7.11.5 Design Builder shall not make adjustments to any incorrect line items in the Schedule of Values without first receiving authorization from Owner through an approved Change Request, which is subsequently incorporated by Change Order. 7.11.6 The Schedule of Values shall be used as a basis to review and approve Applications for Payment. 7.11.7 Design Builder shall utilize any allowance or contingency funds in adherence with the requirements of Exhibit B-4. 7.12 Applications for Work -Related Pavment 7.12.1 Design Builder may submit an itemized application for payment on or before the 201h day of the month for the period ending on the 201h day of the month. 7.12.2 Design Builder's application for payment shall be in the form attached to the Agreement as Exhibits L-1 and L-2, which shall be properly completed and contain sufficient detail to allow Owner to readily verify the accuracy of the amounts requested therein. 7.12.3 Notwithstanding anything to the contrary herein, Design Builder shall not apply for payment of an amount greater than the GMP multiplied by the actual percent completion of the entire Work through the last day of the pay period. 7.12.4 Design Builder shall not apply for payment for any portion of the Work: (a) Not executed, unless specifically provided for otherwise in the Contract Documents; or (b) That exceeds the amount allocated for that item of Work in the Schedule of Values. Long Form Owner -Design Builder Agreement April 2014 59 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 7.12.5 The application for payment shall be notarized and signed by Design Builder's Representative, who shall swear or affirm under oath that: (a) Design Builder has paid or will pay, all bills for labor, materials, equipment, and services furnished to the Project through the date of the previous application for payment; and (b) Each portion of the Work represented in the current application for payment was properly performed, without known defects, and completed to the extent indicated. 7.12.6 Design Builder shall include the following documents with each application for payment: (a) Properly executed and witnessed Design Builder's Partial Waiver and Release of Lien to Owner from Design Builder in the form attached to the Agreement as Exhibit M-1, through the date of the current application for payment; and (b) Properly executed and witnessed Design Builder's Partial Waiver and Release of Lien from Design Builder in the statutory form, if any, used in the state where the Project is located. 7.12.7 Design Builder shall require each Subcontractor to provide Design Builder with the following documents with Subcontractor's payment requests, which shall be made available to Owner upon request: (a) Properly executed and witnessed "Interim Lien Waiver and Release Upon Payment" from all Subcontractors, in a form acceptable to Owner, through the date of the current application for payment. 7.12.8 Design Builder shall not request, and Owner shall not be obligated to pay, any portion of an unsigned Change Order, authorized Change Directive, or pending Claim; provided, however, Design Builder may request payment and Owner shall pay any undisputed portions of a Change Request executed by Owner submitted with a Change Order executed by both Design Builder and Owner to the extent authorized by the Change Request. 7.12.9 Design Builder shall not request payment for any portion of the Work performed by a Subcontractor for which Design Builder does not intend to promptly pay such Subcontractor, unless otherwise allowed by Paragraph 7.17 of the Agreement. 7.13 Review, Approval, and Pavment 7.13.1 Owner shall review and compare Design Builder's application for payment with the actual progress, quality, and quantity of the Work on the Project within fifteen (15) days of receipt, and either certify the application for payment, in whole or in part, or inform Design Builder of reasons for withholding certification. Long Form Owner -Design Builder Agreement April 2014 60 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 7.13.2 Subject to any reasonable Lender requirements, Owner shall review Design Builder's application for payment and pay Design Builder the undisputed amount of such application for payment, less retainage, within 20 days of Owner's certification of Design Builder's application for payment. 7.13.3 The amount of each progress payment, or Final Payment otherwise payable to Design Builder, shall be reduced by the following, as applicable, in addition to retainage: (a) The items identified in all applicable Applications for Payment and/or amendments thereto for items such as incomplete or defective work, failures to make payment to Subcontractors. (b) Any additional amounts Owner in good faith believes are necessary to withhold, back charge, or setoff in order to satisfy or cover any actual or reasonably anticipated loss, liability, damage or judgment that Owner has incurred or may incur in connection with Design Builder's negligent performance or non- performance of this Agreement. (c) Any material misrepresentation by Design Builder in the application for payment. (d) Any Claims, setoffs, credits, and deductions that Owner may have against the Contract Price. (e) Unsatisfactory progress of the Work relative to the Project Schedule. (f) Design Builder's failure to promptly remedy all defective or non -conforming Work. (g) Work in dispute. (h) Any unreleased lien, claim, security interest, or encumbrance recorded by any Subcontractor against the real property where the Project is located. (i) Design Builder's failure to satisfy any payment obligations in connection with the Work. (j) Any damage caused by Design Builder to Owner, other Designers, or Separate Contractors. (k) Owner's reasonable information and belief that the Work cannot be completed for the unpaid balance of the GMP. (1) Reasonable information and belief that the Work cannot be completed within the Contract Time. (m) Design Builder's repeated failure to carry out the Work in accordance with the Contract Documents. Long Form Owner -Design Builder Agreement April 2014 61 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (n) Design Builder's failure to submit accurate and complete Applications for Payment, affidavits, and waivers. 7.13.4 Owner will make appropriate adjustments to any withheld funds after final disposition of the matter, condition, event or claim that resulted in such withholding. If the expense incurred by Owner is less than the amount withheld, Owner shall release the difference to Design Builder within fourteen (14) days after such final disposition inclusive of appeals. If, however, such expense exceeds the unpaid amounts otherwise due, the Design Builder shall pay the difference within fourteen (14) days after written demand from Owner. Upon request of Design Builder, the Owner shall furnish to the Design Builder a detailed accounting of the costs incurred by the Owner in correcting non -conforming Work. 7.13.5 In the event Owner withholds any sums from Design Builder pursuant to subparagraph 7.13.4, Owner shall provide Design Builder with a written list of the specific amounts and reasons for withholding such sums on or before the date that the payment of such sums would otherwise become due. 7.13.6 Design Builder shall notify Owner in writing in the event Owner fails to make payment to Design Builder within seven (7) days after the date such payment becomes due and payable and Owner has failed to provide Design Builder with Owner's reason(s) for withholding such payment. Design Builder may stop the Work if Owner fails to make the payment or provide its reasons for withholding payment to Design Builder within seven (7) additional days after Owner receives Design Builder's notice. 7.13.7 Owner's payment to Design Builder for any sum withheld under subparagraph 7.13.4 shall become due within fifteen (15) days after all reasons for withholding such sum have been removed, satisfied, or resolved to Owner's reasonable satisfaction. 7.13.8 Owner's payment of any application for payment shall not constitute acceptance of any portion of the Work, nor excuse Design Builder from the proper performance of any obligation under the Contract Documents. 7.14 Retainne 7.14.1 Excluding Fixed General Conditions Cost, Reimbursable General Conditions Cost and amounts due Design Builder as its fee, Owner shall retain ten percent (10%) of the Direct Cost of the Work and Self -Performed Work Price from each application for payment until Substantial Completion of the entire Work; provided, however, that when Design Builder has been paid fifty percent (50%) or more of the GMP, including Change Orders executed in strict accordance with Article 8 of the Agreement, Owner shall have the option to discontinue retainage on any additional sums earned by Design Builder except for the reasons set forth in subparagraph 6.11.4 of the Agreement. 7.14.2 Design Builder may apply for payment of all retained amounts upon Substantial Completion of the entire Work, less a sum equal to two hundred percent (200%) of the reasonable value of all incomplete and non -conforming Work, and any deductions, credits, or offsets that Owner is entitled to take against the Contract Price. Long Form Owner -Design Builder Agreement April 2014 62 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 7.14.3 Owner shall review and pay Design Builder's Application(s) for Payment of retained amounts in accordance with Paragraph 7.13 of the Agreement and applicable law. 7.15 Stored Materials 7.15.1 Design Builder's Applications for Payment may include, with Owner's prior written approval, the cost to Design Builder of materials and equipment (a) Delivered undamaged; (b) Inspected by Design Builder for conformance with the Contract Documents; (c) Adequately protected; (d) Properly insured; and (e) Suitably stored at the Site or any approved off -Site location for subsequent incorporation into the Work. 7.15.2 Owner may reject any location for the storage of materials and equipment for any reason. Approval of a storage location for materials or equipment shall not constitute approval of the same location for other materials or equipment, including those of the same make, model, or type previously approved. 7.15.3 Owner's approval and obligation to make payment for stored materials and equipment at the Site or any other location shall be conditioned upon Design Builder providing Owner with satisfactory evidence: (a) Owner has good title to the materials and equipment, free and clear of all claims, liens, security interests, and encumbrances; (b) All costs of storage, inspection, security, and transportation related to the materials and equipment were paid; and (c) All warranties, guaranty, and special warranties for the materials and equipment will remain in effect and toll for the entire time of storage. 7.16 Title of Work 7.16.1 Design Builder warrants that title for all Work will pass to Owner free and clear of all liens, claims, security interests, or encumbrances upon payment. Design Builder further warrants that no person or entity will by agreement with Design Builder or any Subcontractor retain or hold any interest in or to any Work, materials, or equipment acquired for use or incorporation on the Project. 7.16.2 Design Builder shall discharge, bond -off or otherwise cause the dissolution, transfer, or satisfaction of any lien, claim, security interest, or encumbrance recorded by any Subcontractor against the Work, Site, or real property where the Project is located, within two (2) working days Long Form Owner -Design Builder Agreement April 2014 63 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 of Owner's written demand thereto, irrespective of the validity of such lien, claim, security interest, or encumbrance; provided, however, Design Builder may make a Claim for the cost of any premium to bond -off any lien filed wholly as a result of Owner's wrongful failure to pay Design Builder in accordance with the Contract Documents. 7.17 Disbursement of Pavments 7.17.1 Design Builder shall pay all obligations for labor, material, equipment, or services arising out of or related to the Work before disbursing any portion of any payment to itself or to any other person or entity for any indebtedness not related to the Work. 7.17.2 All payments made by Owner to Design Builder for portions of the Work performed by Subcontractors shall be held in trust by Design Builder for such Subcontractors; provided, however, such payments may be commingled with other funds of Design Builder. 7.17.3 Design Builder shall disburse any payment made by Owner for a particular Subcontractor's portion of the Work to the Subcontractor who performed such Work within seven (7) days of Design Builder's receipt thereof, unless good cause exists for withholding or delaying payment to the Subcontractor under the applicable subcontract agreement. 7.17.4 Owner shall have the right, but not the obligation, to contact any Subcontractor to confirm Design Builder's proper disbursement of payments and, if Design Builder fails to object or properly disburse payments within seven (7) days of Owner's written notice, take all necessary action to avoid loss to Owner as a result of such failure, including making direct or joint payments to Subcontractors. 7.18 Final Pavment 7.18.1 Design Builder's Final application for payment shall include the following items, which shall be conditions precedent to Owner's obligation to make Final Payment to Design Builder: (a) Properly executed and witnessed Design Builder's Affidavit and Final Waiver and Release from Design Builder in the form attached to the Agreement as Exhibit N- 1. Design Builder shall cause its Subcontractors to execute a similar affidavit, and final waiver and release, of Owner and the Project; (b) Evidence that each and every Claim of Lien recorded by Design Builder and any Subcontractors against the Work, Site, or real property where the Project is located has been canceled of record either by satisfaction, release, or dissolution bond; (c) Consent of Design Builder's surety to Final Payment if Design Builder is obligated to provide a bond under the Contract Documents; (d) All close-out documents required by the Contract Documents; Long Form Owner -Design Builder Agreement April 2014 64 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (e) All certificates of insurance for any Design Builder or Subcontractor -furnished insurance coverages that will remain in effect after Final Payment; (f) All other documents reasonably required by Owner or its Lender; and (g) Properly executed and witnessed Lien Waiver and Release upon Final Payment from Design Builder and all Subcontractors in the statutory form, if any, used in the state where the Project is located. 7.18.2 Final Payment shall be made by Owner to Design Builder within thirty (30) days of the date when Owner Approves Design Builder's Final application for payment. Long Form Owner -Design Builder Agreement April 2014 65 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 8 CONTRACT ADJUSTMENTS 8.1 Changes in Work 8.1.1 Owner may make changes to the Work at any time without invalidating the Agreement, including changes that alter, modify, add to, or deduct from the Work, but only if and to the extent such changes are made strictly in accordance with this Article 8 of this Agreement. 8.1.2 The number, magnitude, timing, or cost of changes shall not excuse Design Builder's obligation to perform such changes, unless and to the extent such changes are clearly outside the general scope of Work, and of a completely different nature from the Work called for in the Contract Documents. 8.1.3 Changes in the Work or Contract Documents shall be effective only if made by a properly executed Change Order, Change Directive, or Field Directive. 8.1.4 Design Builder shall perform any change in the Work promptly upon execution and issuance of a Change Order, Change Directive, or Field Directive. 8.1.5 A Subcontractor's markup for overhead and profit for any change in the Work shall not exceed: (a) Ten percent (10%) of the actual or estimated direct cost of such Work when the Subcontractor performs the change in the Work with its own labor; and (b) Five percent (5%) cumulative for all tiers of Subcontractors who perform the change in the Work through other Subcontractors. 8.1.6 Nothing contained in this Paragraph 8.1 is intended to preclude Owner or Design Builder from making a Claim in accordance with Article 9 if Owner and Design Builder disagree about the scope of Work, proposed changes, or whether Design Builder is entitled to an adjustment in the GMP or Contract Time for any properly executed Change Directive or Field Directive. 8.2 Work Change Requests 8.2.1 Upon Owner's request or at its own initiative, Design Builder shall promptly submit to Owner a Change Request identifying all proposed adjustments to the GMP or Contract Time or both that result directly and indirectly from each potential modification to the Work or Contract Documents. 8.2.2 Owner shall accept, reject, or otherwise respond to the Change Request within a reasonable time. Design Builder shall notify Owner in writing if a decision on the Change Request is required in less than thirty (30) days to avoid Delay or Disruption. Long Form Owner -Design Builder Agreement April 2014 66 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 8.2.3 Design Builder shall not perform any Work affected by a Change Request until Owner directs Design Builder to proceed. Design Builder shall not be entitled to an adjustment to the GMP or Contract Time to the extent that Design Builder prematurely performs any such Work. 8.2.4 Design Builder shall diligently perform the Work described in a Change Request in the event Owner directs Design Builder to proceed with such Work before the parties execute a Change Order, in which case the Change Request shall be treated as a Change Directive. 8.3 Work Change Orders 8.3.1 Design Builder shall prepare, and Owner and Design Builder shall execute, a Change Order once they reach agreement to modify the Work or Contract Documents, and any adjustments to the GMP or Contract Time or both as a result thereof. 8.3.2 A Change Order shall include all adjustments to the GMP or Contract Time or both that result directly or indirectly from the subject matter of the Change Order. All Claims arising out of or relating to an executed Change Order shall be deemed waived unless specifically identified and reserved in the Change Order. 8.3.3 The Change Order shall include adjustments to the Direct Cost of the Work and GMP that result directly from premium increases or deductions resulting from the change in the Work. 8.3.4 At Owner's option, Design Builder shall identify in the Change Order all activities on the most current Project Schedule affected by the changes therein. Design Builder's failure to identify in the Change Order a particular activity affected by a change shall not be grounds for a Claim by Design Builder, irrespective of whether such effects are known or unknown at the time of execution. 8.4 Change Directives 8.4.1 Owner may issue a Change Directive to expedite construction, or where the parties cannot agree on an adjustment to the GMP or Contract Time for a Modification or change in the Work. 8.4.2 Upon receipt of a Change Directive, Design Builder shall diligently proceed with the Work as changed or modified by the Change Directive. 8.4.3 At Owner's option, a Change Directive may provide a method for adjusting the GMP, Contract Time, or both, in which case Design Builder shall keep careful and accurate records in accordance with the method specified in the Change Directive. Such methods include, without limitation: (a) A lump sum adjustment, based upon Design Builder's proposal to perform the changes, as generally supported by Design Builder's actual records; (b) A unit price adjustment, based upon a unit price and actual quantities and time impacts, as supported by surveys, tests, or Design Builder's actual records; or Long Form Owner -Design Builder Agreement April 2014 67 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (c) An actual cost and time adjustment, based upon Design Builder's actual cost records, plus Design Builder's Fee. 8.4.4 Design Builder may make a Claim in accordance with Paragraph 9.8 of the Agreement if Design Builder objects to the method specified in the Change Directive for making an adjustment. Design Builder shall comply with subparagraph 9.7.2 while the Claim is pending. 8.4.5 Design Builder may apply for payment and Owner shall make payment for any undisputed portion of a Change Directive in accordance with Article 7 of the Agreement. 8.4.6 Unit prices may be equitably adjusted if it is subsequently determined that the unit price will cause substantial inequity to either Owner or Design Builder due to gross mistakes in the character of such items. 8.4.7 The parties shall prepare and execute a Change Order in accordance with Paragraph 8.3 of the Agreement upon completion of the Work in a Change Directive and agreement to any adjustments to the GMP or Contract Time or both as a result thereof. 8.5 Field Directives 8.5.1 Design Builder shall promptly perform the Work in a Field Directive without adjustment to the GMP or Contract Time. 8.5.2 Design Builder may make a Claim pursuant to Paragraph 9.8 if Design Builder reasonably believes that the Work in a Field Directive is neither required by the Contract Documents, nor constitutes a minor change, selection, instruction, or clarification in the Work. Long Form Owner -Design Builder Agreement April 2014 68 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 9 DISPUTE RESOLUTION AND CLAIMS 9.1 General 9.1.1 Owner's initial decision in connection with an executed or proposed Design Change Authorization shall be final and binding on Design Builder, unless disputed by Design Builder in strict accordance with this Article 9. 9.2 Disputed Design Change Authorizations 9.2.1 In the event Design Builder disputes Owner's initial decision in connection with a proposed or executed Design Change Authorization, Design Builder shall provide written notice to Owner of such dispute within ten (10) days of Design Builder's receipt thereof, identifying with particularity all known and presumed facts and contract provisions that relate to such dispute. 9.2.2 Design Builder acknowledges Owner will be prejudiced if Design Builder fails to provide timely, detailed, and complete notice of a dispute relating to a proposed or executed Design Change Authorization. 9.2.3 Verbal notice, shortness of time, or the Owner's actual knowledge of a dispute relating to a proposed or executed Design Change Authorization shall not waive, satisfy, discharge, or otherwise excuse Design Builder's strict compliance with this Paragraph. 9.2.4 Regardless of cause, Design Builder and Owner shall cooperate with each other to avoid or mitigate the effects of a dispute relating to a proposed or executed Design Change Authorization. 9.2.5 No time period contained herein shall be construed as limiting any right under the Applicable Law to file a claim of lien. 9.3 Susuension. Delav, and Disruption 9.3.1 In addition to and not in lieu of Owner's rights and remedies under other provisions of the Contract Documents, Owner may, without cause, direct Design Builder in writing to suspend, interrupt, or delay any Phase or portion of the Services or Work at any time. 9.3.2 If Owner directs Design Builder to suspend, interrupt, or delay any Phase or portion of the Work or Services, Design Builder shall immediately: (a) Stop the effected Phases or portions of the Work or Services; (b) Secure, protect, and preserve all existing Services, Work, materials, and equipment; and Long Form Owner -Design Builder Agreement April 2014 69 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (c) Suspend all subcontract agreements, consulting agreements, and other obligations related to the effected Phases or portions of the Services or Work. 9.3.3 Unless a time period is stated in the notice of suspension, Owner and Design Builder shall meet within five (5) days of Owner's written direction to suspend, interrupt, or delay any or all Phases or portions of the Work or Services to determine the probable duration and cost of suspension. 9.3.4 Neither the Design Builder's Fee, GMP, Fixed General Conditions Cost, nor Contract Time may be adjusted as a result of a suspension under this Paragraph only in strict accordance with Article 8 of the Agreement. 9.3.5 Design Builder shall take reasonable actions to avoid or mitigate any impact to the GMP, Fixed General Conditions Cost, and Contract Time due to any suspension under this Paragraph. 9.3.6 Upon written notice from Owner, Design Builder shall promptly resume any or all Phases or portions of the Work or Services previously suspended. Design Builder shall replace any member or members of Design Builder's pre -suspension Project Staff in accordance with subparagraph 1.3.4 of the Agreement in the event they are unavailable when the Work or Services resume. 9.3.7 Design Builder may propose a Design Change Authorization for an increase of the times set forth in Paragraphs 4.4, 4.5, and 4.6 of this Agreement only in the event of an Excusable design Delay. 9.3.8 Owner shall review a proposed Design Change Authorization for an increase in the times set forth in Paragraphs 4.4, 4.5, and 4.6 of this Agreement and, if Owner determines that there was an Excusable design Delay, Owner may at its sole option either adjust the times set forth in Paragraphs 4.4, 4.5, and 4.6 of the Design Build Agreement, or order Design Builder to accelerate the Services in accordance with Paragraph 9.4 of the Design Build Agreement. 9.3.9 Design Builder may propose a Design Change Authorization for an increase of Design Builder's Fee for Delay or Disruption only in the event of an Excusable design Delay caused solely by Owner, or any Designer, Subcontractor, or Separate Contractor, or any employee, officer, parent, subsidiary, affiliate, agent, representative, or consultant of any of them, and then only to the extent of Design Builder's additional direct cost attributable to such Excusable design Delay. Owner's liability to Design Builder for any Excusable design Delay caused by any Designer, Subcontractor, or Separate Contractor, or any employee, officer, parent, subsidiary, affiliate, agent, representative, or consultant of any of them shall be limited to the extent that such responsible party is liable to and pays Owner for such cost. 9.3.10 Notwithstanding any other provision in this Paragraph, in the event of any Owner - directed suspension of the Services not caused, in whole or part, by any act or omission of Design Builder or any Consultant, or any employee, officer, agent, representative, or consultant of any of them, Design Builder may submit a proposed Design Change Authorization as a result of such suspension in accordance with the Owner's Design Build Standards and Criteria. Long Form Owner -Design Builder Agreement April 2014 70 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 9.3.11 Notwithstanding anything contrary in the Contract Documents, Owner may make a claim against Design Builder for any costs, expenses, or damages, direct and consequential, incurred by Owner as a result of any claim that Design Builder or its Consultants are responsible for delay or disruption. 9.4 Acceleration and Premium Time 9.4.1 Upon Owner's written request to accelerate, Design Builder shall make reasonable efforts to increase the progress or compress the time to perform the Work and Services. 9.4.2 Design Builder may submit a Design Change Authorization to adjust Design Builder's Fee in accordance with the Owner's Design Build Standards and Criteria as a result of Owner's written request to accelerate, unless Owner's written request to accelerate was made to recover time lost for a Delay or Disruption caused by Design Builder or any Consultant, or any employee, officer, agent, representative, or consultant of any of them. Design Builder shall not be entitled to recover any other costs incurred as a result of Owner's written order to accelerate. 9.4.3 No person acting for or on behalf of Owner shall have authority to bind Owner to a constructive or verbal request to accelerate. Should Design Builder reasonably believe that Owner has verbally requested that Design Builder accelerate, Design Builder shall promptly notify Owner in strict accordance with Paragraph 9.2. 9.5 Negotiation 9.5.1 Owner and Design Builder recognize that the best interest of the Project requires the timely and expeditious resolution of all disputes relating to the Project. Owner and Design Builder shall cooperate in joint efforts to quickly and fairly resolve all disputes relating to the Project by open communication, good faith negotiation, and objective analysis of all viewpoints. 9.5.2 If either or both Owner's Construction Manager and Design Builder's Representative determine that a dispute arising out of or relating to the Project cannot be fully resolved between them, they shall collectively notify the Owner's Senior Representative and Design Builder's Senior Representative, who shall meet within fifteen (15) days of such notice, and as often as necessary thereafter, to negotiate in good faith the fair resolution of such dispute. 9.5.3 In the event Owner's Senior Representative and Design Builder's Senior Representative are unable to resolve a dispute arising out of or relating to the Contract Documents, any proposed Design Change Authorization, the Services, or the Project, Owner and Design Builder agree to first try in good faith to settle the dispute by mediation before resorting to litigation. The mediation shall be administered by the American Arbitration Association in the general vicinity of the Project pursuant to its Construction Industry Mediation Procedures. 9.5.4 Compliance with subparagraph 9.5.3 shall be an absolute condition precedent to commencing litigation, except to the extent necessary to preserve or protect lien rights. 9.5.5 The parties shall only consider a mediator who is impartial and has significant knowledge of construction or construction law. Long Form Owner -Design Builder Agreement April 2014 71 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 9.5.6 Unless agreed to otherwise, Owner and Design Builder shall each be responsible for one-half ('/2) of all costs, expenses, and fees of the mediator. 9.6 Dispute Resolution 9.6.1 Subject to Paragraph 9.5, the parties agree to decide all unresolved disputes arising out of or relating to the Contract Documents, any proposed Design Change Authorization, the Services, or the Project by court litigation. 9.6.2 By executing this Design Build Agreement, Owner and Design Builder intentionally and knowingly waive any right to trial a jury, unless prohibited by the Applicable Law. 9.6.3 Venue for any litigation between Owner and Design Builder shall be in the place where the Project is located, without regard to any choice of law rules that could apply. 9.6.4 In the event of any litigation between the parties, the prevailing party shall be entitled to recover its reasonable attorneys' fees, and litigation expenses in accordance with the following terms: (a) The prevailing party shall be the party whose last written offer of settlement is closest to the judgment. If the plaintiff makes no written offer, its last offer shall be the sum of its claims. If the defendant makes no written offer, its last offer shall either be zero or, if applicable, the sum of its counterclaims. (b) Basing the determination of the prevailing party on offers of settlement shall not waive any rule of evidence, except to the extent necessary to administer and enforce this provision, which shall occur after any ruling on the merits of the claims and counterclaims, but before entry of a final judgment or award. 9.7 Claims 9.7.1 All Claims by either party shall be deemed abandoned and waived, unless made in strict accordance with this Article 9. 9.7.2 Owner and Design Builder shall continue to perform their obligations under the Contract Documents pending final resolution of any Claim made by either party pursuant to this Article 9. 9.8 Making Claims 9.8.1 To make a Claim, Design Builder must state in writing to Owner all known and presumed facts upon which the Claim is based, including (i) the character, duration, and extent of the Claim Incident; (ii) the date that Design Builder, any Subcontractor, any Consultant or any employee, officer, agent, representative, or consultant of any of them, first knew of the Claim Incident; (iii) any construction activities impacted by the Claim Incident; and (iv) the cost and time consequences of the Claim Incident. No Claim shall be considered effective until such information is provided. Long Form Owner -Design Builder Agreement April 2014 72 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 9.8.2 To make a Claim, Owner must state in writing to Design Builder all known and presumed facts upon which the Claim is based, including (i) the character, duration, and extent of the Claim Incident; (ii) the date that Owner or any employee, officer, agent, representative, or consultant of Owner first knew of the Claim Incident; and (iii) the cost consequences of the Claim Incident. No Claim shall be considered effective until such information is provided. 9.8.3 The claimant shall only be required to comply with subparagraph 9.8.1 or 9.8.2, as the case may be, once for continuing Claim Incidents, provided the Claim expressly states that the Claim Incident is continuing, and includes the claimant's best estimate of the time and cost consequences of the Claim Incident. Thereafter, the claimant shall periodically review, update, and inform the other party of the actual cost and time consequences of the continuing Claim Incident. 9.8.4 Owner and Design Builder acknowledge that the other party will be prejudiced if a claimant fails to provide timely, detailed, and complete notice of each Claim Incident. 9.8.5 Verbal notice, shortness of time, or the other party's actual knowledge of a particular Claim Incident shall not waive, satisfy, discharge, or otherwise excuse the claimant's strict compliance with this Paragraph. 9.8.6 Regardless of cause, Design Builder and Owner shall cooperate with each other to avoid or mitigate the effects of any Claim Incident. At Owner's written request, Design Builder shall take reasonable actions to avoid or mitigate the effects of a Claim Incident, including working overtime, weekends, or additional shifts; increasing the labor and equipment on the Project; expediting the delivery of critical equipment and materials, or taking other reasonable measures to recover the planned progress of the Work. Design Builder may be entitled to an adjustment in the GMP or Contract Time or both for such actions to the extent authorized by the Contract Documents. 9.8.7 Should Design Builder desire to make a Claim, Design Builder shall make the Claim to Owner in writing within ten (10) days after Design Builder knew or reasonably should have known of the Claim Incident. 9.8.8 Should Design Builder be unable to make a Claim within the time set forth in this Paragraph 9.8, Design Builder may notify Owner in writing and automatically obtain a ten (10) day time extension within which to make the Claim if the notice is received by Owner before the time for making a Claim has expired. 9.8.9 No time period contained herein shall be construed as limiting any right under the Applicable Laws to file a claim of lien or to make a demand under a payment or performance bond. Long Form Owner -Design Builder Agreement April 2014 73 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 10 DEFAULT AND TERMINATION 10.1 Termination by DesiLrn Builder 10.1.1 Design Builder may place Owner in default where: (a) Owner suspends the Work without cause for more than sixty (60) consecutive days; or (b) Owner solely causes uncompensated Excusable Delays in the Work equal to or greater than 100% of the Contract Time. 10.1.2 Design Builder may terminate the Agreement if Owner fails to cure any default under this Paragraph 10.1 within thirty (30) days of Design Builder's written notice of default. 10.1.3 Design Builder may, as its sole and exclusive remedy for Owner's default, recover from Owner payment as follows: (a) All unpaid (i) Direct Cost of the Work; (ii) Self -Performed Work Price; (iii) Fixed General Conditions Cost (including Fixed General Conditions Costs during Owner's suspension of the Work resulting in the default); and (iv) Reimbursable General Conditions Cost, performed or earned through the date of termination; (b) Design Builder's Fee equal to the sum of the (i) Direct Cost of the Work; (ii) Self - Performed Work Price; (iii) Fixed General Conditions Cost; and (iv) Reimbursable General Conditions Cost paid by Owner to Design Builder through the termination multiplied by the percentage established in subparagraph 7.9.1 of the Agreement; or (c) Design Builder's actual cost to demobilize, and to cancel any subcontract agreement for any portion of the Work. 10.2 Termination for Causes Bevond either Partv's Control 10.2.1 Owner or Design Builder may terminate the Agreement for causes that are beyond the control of either party if the Work is stopped for a period of 120 consecutive days or longer, provided such stoppage is solely due to the issuance of a judicial order or act of government that requires that all Work be stopped indefinitely. 10.2.2 Neither party shall terminate the Agreement pursuant to this Paragraph unless the judicial order or act of government remains in effect thirty (30) days after providing the other parry written notice of the terminating party's intent to terminate for causes beyond either party's control. 10.2.3 Should either party terminate for causes beyond either party's control, Owner's sole and exclusive obligation to pay Design Builder shall be determined as follows: Long Form Owner -Design Builder Agreement April 2014 74 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (a) All unpaid (i) Direct Cost of the Work; (ii) Self -Performed Work Price; (iii) Fixed General Conditions Cost; and (iv) Reimbursable General Conditions Cost, performed or earned through the date of termination, plus Design Builder's actual cost to demobilize; or (b) Design Builder's Fee equal to the sum of the (i) Direct Cost of the Work; (ii) Self - Performed Work Price; (iii) Fixed General Conditions Cost; and (iv)Reimbursable General Conditions Cost paid by Owner to Design Builder through the termination multiplied by the percentage established in subparagraph 7.9.1 of the Agreement. 40.3 Termination by Owner for Cause 10.3.1 Owner may place Design Builder in default where Design Builder: (a) Abandons the Work; (b) On two or more occasions fails to carry out the Work in accordance with the Contract Documents, including any failure to maintain satisfactory progress of the Work, failure to provide safe working conditions, failure to provide uninterrupted ongoing hospital operations, supply adequate numbers of properly skilled labor, or materials and equipment that reasonably conform to the Contract Documents; (c) Fails to properly disburse Owner's payments to Subcontractors in accordance with the Contract Documents; (d) Materially fails to comply with the Applicable Laws arising out of or relating to the performance of the Work; (e) Fails to diligently correct defective and non -conforming Work or complete punch list items; (f) Fails to furnish or maintain any insurance coverage required by the Contract Documents; or (g) Breaches a material obligation of the Agreement. 10.3.2 Without prejudice to any other rights or remedies, Owner may terminate the Agreement if Design Builder fails to correct any default within seven (7) days of written notice, or in the event of default that cannot reasonably be corrected within seven (7) days, if Design Builder fails to commence, continue, and diligently pursue correction of any default within seven (7) days of Owner's written notice of default. 10.3.3 Upon termination for default, Design Builder shall immediately relinquish any right to possess the Site, and subject to any prior right of any Surety, allow Owner to: (a) Take possession of all materials, equipment, tools, and construction equipment and machinery owned by Design Builder and located on Site; Long Form Owner -Design Builder Agreement April 2014 75 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (b) (c) Accept assignment of any subcontract agreement pursuant to subparagraph 11.6.6; and Finish the Work by whatever means Owner deems reasonable under the circumstances. 10.3.4 Payment to Design Builder, if any, following termination of the Agreement under this Paragraph shall not be due until all costs and expenses to achieve Final Completion of the entire Work are paid, satisfied, or conclusively realized, and all of Owner's damages, including all of Owner's Claims, setoffs, deductions, credits, and attorneys' fees, are deducted from the unpaid balance of the final Contract Price. 10.3.5 The final Contract Price shall be the sum of the (i) Direct Cost of the Work, (ii) Self - Performed Work Price, (iii) Fixed General Conditions Cost, (iv) Reimbursable General Conditions Cost, (v) Design Builder's Fee paid to Design Builder, (vi) any and all damages and costs incurred by Owner to achieve Final Completion of the entire Work, and (vii) a reasonable hold -back for potential warranty items. 10.3.6 Design Builder shall only be entitled to payment following termination for default to the extent that the final Contract is less than the GMP and exceeds all sums previously paid to Design Builder, plus the sum of Owner's damages. If the final Contract Price is greater than the GMP, Design Builder shall pay Owner the difference within thirty (30) days of Owner's invoice. 10.3.7 The obligations for payment set forth in this Paragraph shall survive termination of the Agreement. 10.3.8 If Owner wrongfully terminates the Agreement for cause, the termination shall be considered a termination for convenience, and Design Builder's sole and exclusive remedy for such termination shall be payment in accordance with Paragraph 10.4. 10.4 Termination for Convenience 10.4.1 Owner may for its own convenience and without cause terminate the Agreement at will. 10.4.2 Upon receipt of Owner's notice to terminate for convenience, Design Builder shall immediately: (a) Stop, secure, protect, and preserve all existing Work, and stored materials and equipment; (b) Cancel or terminate all subcontract agreements, purchase orders and other obligations related to the Work; and (c) Demobilize all personnel, Subcontractors, tools, and construction equipment and machinery. Long Form Owner -Design Builder Agreement April 2014 76 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 10.4.3 Design Builder's sole and exclusive remedy for Owner's termination for convenience shall be payment for: (a) All unpaid (i) Direct Cost of the Work, (ii) Self -Performed Work Price, (iii) Fixed General Conditions Cost, and (iv) Reimbursable General Conditions Cost performed or earned through the date of termination; (b) Design Builder's Fee equal to the sum of the (i) Direct Cost of the Work, (ii) Fixed General Conditions Cost, and (iii) Reimbursable General Conditions Cost paid by Owner to Design Builder through the termination multiplied by the percentage established in subparagraph 7.9.1 of the Agreement; and (c) Design Builder's actual cost to demobilize, and to cancel any subcontract agreement for any portion of the Work. 10.5 Bankruutcv 10.5.1 Owner and Design Builder recognize that the Project will be significantly impacted if a bankruptcy petition under the Applicable Laws is filed by or against either Owner or Design Builder. 10.5.2 Owner and Design Builder agree that if a bankruptcy petition is filed by or against either of them, the party in bankruptcy shall take appropriate action to have the Agreement assumed or rejected by the bankruptcy court or trustee within sixty (60) days of the filing of the petition. 10.5.3 Nothing in this Paragraph shall be construed to limit or waive the rights of either party to seek any remedies provided by the Contract Documents or the Applicable Law. Long Form Owner -Design Builder Agreement April 2014 77 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 11 SUBCONTRACTORS, SEPARATE CONTRACTORS, LENDERS AND OTHERS 11.1 Selection of Consultants 11.1.1 Before including a consultant in Design Builder's Project Team, Design Builder shall exercise good judgment and due diligence to determine the consultant is qualified to satisfactorily perform the proposed portion of the Services, which shall include, without limitation, a thorough investigation and evaluation of the following criteria: (a) License. Design Builder shall verify the consultant maintains, in good standing, all professional and business licenses required under the Applicable Law to perform the proposed services. (b) Insurance. Design Builder shall verify the consultant is ready, willing, and able to comply with the Consultant -furnished insurance requirements of Article 3 of the Design Build Agreement. (c) Ability. Design Builder shall determine the consultant has sufficient expertise, skill, and competence to properly perform the proposed services. (d) Experience. Design Builder shall determine the consultant has successfully provided equivalent services on projects substantially similar to this Project in terms of type, scope, complexity, size, cost, quality, and time requirements. (e) Services force. Design Builder shall determine the consultant has a sufficient number of properly skilled personnel available to properly and timely perform the proposed services. (f) Integrity. Design Builder shall not knowingly use a consultant who has a reputation for dishonesty. 11.1.2 Design Builder's inclusion of any consultant in Design Builder's Project Team shall constitute a representation to Owner that Design Builder conducted the investigation required by subparagraph 11.1.1 and Design Builder determined such consultant is qualified to satisfactorily perform the proposed services. 11.2 Consultant Agreements 11.2.1 Design Builder shall enter into written consultant agreements with all direct Consultants furnishing any of the Services, and require its direct Consultants to do the same with lower -tier Consultants. Before entering into each agreement, Design Builder shall make a copy of this Agreement available to the Consultant. 11.2.2 Each consultant agreement shall bind the Consultant to the Contract Documents, preserve and protect the rights of Owner under the Contract Documents, and require the Long Form Owner -Design Builder Agreement April 2014 78 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 Consultant to assume toward Design Builder all obligations Design Builder assumes toward Owner. 11.2.3 Each consultant agreement shall require the Consultant to: (a) Comply with Paragraph 9.2 of the Design Build Agreement in sufficient time to allow Design Builder to comply with Paragraph 9.2 of the Design Build Agreement; (b) Meet all dates set forth in Paragraphs 4.4, 4.5, and 4.6 of the Design Build Agreement; (c) Meet all applicable dates in the Design Schedule; (d) Look only to Design Builder and not to Owner, or any employee, officer, agent, representative, or consultant of Owner, for the performance of any obligation that may be owed such Consultant arising out of or relating to the consultant agreement; (e) Provide Owner with written notice of default of any obligation owed by Design Builder to the Consultant arising out of or relating to the consultant agreement within thirty (30) days of default or before final completion of the Consultant's Services, whichever comes first; (f) Agree to an assignment of the consultant agreement to Owner or Owner's designee in accordance with subparagraph 11.2.6 of the Design Build Agreement; and (g) Enter into similar consultant agreements with lower -tier Consultants. 11.2.4 Consultant's notice of default under clause (v) of subparagraph 11.2.3 of the Design Build Agreement shall not create any obligation on the part of Owner with respect to such Consultant or default. 11.2.5 Upon Owner's request, Design Builder shall provide complete copies of each executed consultant agreement to Owner within seven (7) days after execution or before the particular Consultant performs any Services, whichever is sooner. 11.2.6 Design Builder hereby assigns each consultant agreement to Owner or Owner's designee, provided: (a) The assignment is effective only if Design Builder is terminated from the Project under Article 10 of the Design Build Agreement, files a petition for bankruptcy, or stops or abandons the Services, and only for the specific consultant agreements, if any, Owner or Owner's designee accept in writing to Design Builder and the particular Consultant; and Long Form Owner -Design Builder Agreement April 2014 79 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (b) Neither Owner nor Owner's designee shall be liable to any Consultant for any payment, breach, or default that precedes Owner's or Owner's designee's written acceptance of assignment of the applicable consultant agreement. 11.3 Use of Consultants 11.3.1 Design Builder shall not be excused or relieved of any obligations under the Contract Documents as a result of Design Builder's use of any Consultant for the performance of any such obligations. 11.3.2 When necessary, Design Builder shall hold coordination meetings with the Design Builder's Project Team, and any applicable Designers designated by Owner during the preparation of the Design Documents, as a way to protect against errors, omissions, inconsistencies, or conflicts within and between the Design Documents prior to the start of the Services. 11.3.3 Design Builder acknowledges that lack of coordination within and between the Construction Documents could result in extra costs, Delays, and Disruptions. 11.3.4 Design Builder shall be responsible to Owner for any act or omission by any Consultant or any employee, officer, agent, representative, or consultant of any of them, arising out of or relating to the Services. 11.3.5 Disputes, conflicts, or disagreements as to which Consultant or discipline is responsible for any portion of the Services shall be promptly resolved by Design Builder without adjustment to Design Builder's Fee. 11.4 DesiLyner5 11.4.1 Owner reserves the right to retain Designers to provide specific design -related services in connection with the Project. 11.4.2 In the event Owner retains any Designer, Design Builder shall: (a) Communicate, consult, and cooperate with the Designer, and use reasonable efforts to recognize errors, omissions, inconsistencies, or conflicts between the Services and the Designer's design services; and (b) furnish the Designer with copies of all relevant Design Documents, including any Design Documents requested by the Designer, and any Design Documents that interface with or relate in any way to the Designer's design services. 11.4.3 Design Builder shall not be responsible for the internal coordination of the design documents provided by any Designer; provided, however, Design Builder shall be responsible for coordinating the Design Documents with the design documents prepared by Designers. 11.5 Selection of Subcontractors Long Form Owner -Design Builder Agreement April 2014 80 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 11.5.1 Owner shall have the right to approve Design Builder's recommended use of a particular subcontractor or supplier on the Project. In no event shall Owner's approval or rejection of a recommended subcontractor or supplier make Owner responsible in any way to or for such subcontractor or supplier. 11.5.2 Before seeking Owner's approval of a subcontractor or supplier, Design Builder shall exercise due diligence to determine the subcontractor or supplier is qualified to satisfactorily perform the proposed portion of Work, which shall include, without limitation, a thorough investigation and evaluation of the following criteria: (a) Financial Status. Design Builder shall determine the subcontractor or supplier has adequate finances in place at that time to remain current on all obligations arising from its proposed work on the Project. (b) Pavment Historv. Design Builder shall determine the subcontractor or supplier has a proven track record of making prompt payment to suppliers, vendors, and creditors. (c) Bonding Capacity. Design Builder shall determine the subcontractor or supplier has the capacity to obtain payment and performance bonds from reputable sureties at rates competitive to others in its trade. (d) Insurance. Design Builder shall verify the subcontractor or supplier is ready, willing, and able to comply with the Subcontractor -furnished insurance requirements of Article 3 of the Agreement. (e) Workmanship. Design Builder shall determine the subcontractor or supplier has sufficient expertise, skill, and competence to perform the proposed portion of the Work. (f) Experience. Design Builder shall determine the subcontractor or supplier has successfully performed equivalent work on projects substantially similar to this Project in terms of type, scope, complexity, size, cost, quality, and time requirements. (g) Work force. Design Builder shall determine the subcontractor or supplier has a sufficient number of properly skilled supervisors and workers available to properly and timely perform the proposed portion of Work. (h) Integrity. Design Builder shall determine the subcontractor or supplier has a good reputation for honesty, good faith, and fair dealing. (i) Litigiousness. Design Builder shall determine the subcontractor or supplier is not claims -oriented and has a history of dispute avoidance. (j) Design Builder's recommendation of any subcontractor or supplier to Owner shall constitute a representation to Owner that Design Builder conducted the investigation required by subparagraph 10.1.2, and Design Builder determined Long Form Owner -Design Builder Agreement April 2014 81 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 such subcontractor or supplier is qualified to satisfactorily perform the proposed portion of Work. 11.5.3 Design Builder's initial recommendations to Owner of the subcontractors and suppliers Design Builder proposes to use on the Project are set forth in the Exhibit E-1. Design Builder shall endeavor to promptly recommend to Owner subcontractors and suppliers for all open trades and scopes. 11.5.4 Design Builder shall not contract with any recommended subcontractor or supplier absent Owner's approval thereof or acknowledgement that approval for such subcontractor or supplier is not required. 11.5.5 Owner's execution of the Agreement shall constitute approval of the subcontractors and suppliers set forth in the Recommended Subcontractor and Supplier List. Owner's approval of any recommended subcontractor or supplier not included on the Recommended Subcontractor and Supplier List at execution of the Agreement shall be accomplished by execution of a zero dollar Change Order. 11.5.6 Owner may refuse approval of any recommended subcontractor or supplier not included on the Recommended Subcontractor and Supplier List at execution of the Agreement for any reason. Design Builder may be entitled to an adjustment in the GMP under Article 8 of the Agreement only in the event Owner's refusal to approve such subcontractor or supplier is unreasonable, and Design Builder incurs additional Direct Cost of the Work as a result thereof. 11.5.7 Owner may direct Design Builder to use a particular subcontractor or supplier for a portion of the Work. Design Builder shall use the designated subcontractor or supplier for such portion of the Work, unless Design Builder provides Owner with good cause to not use the subcontractor or supplier. 11.5.8 Design Builder may be entitled to an adjustment in the GMP and Contract Time under Article 8 if Design Builder enters into an agreement with any subcontractor or supplier designated by Owner, but only to the extent that Design Builder establishes that a recommended subcontractor or supplier submitted a lower price before Owner's designation, and Owner had no reasonable objection to Design Builder's use of the recommended subcontractor or supplier. 11.6 Subcontract Requirements 11.6.1 Design Builder shall enter into written subcontract agreements with all direct Subcontractors performing any portion of the Work, and require its direct Subcontractors to do the same with lower -tier Subcontractors. Before entering into each subcontract agreement, Design Builder shall make a copy of the Contract Documents available to the Subcontractor. 11.6.2 Each subcontract agreement shall bind the Subcontractor to the Contract Documents, preserve and protect the rights of Owner under the Contract Documents, and require the Subcontractor to assume toward Design Builder all obligations that Design Builder assumes toward Owner. 11.6.3 Each subcontract agreement shall require the Subcontractor to: Long Form Owner -Design Builder Agreement April 2014 82 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (a) Comply with Paragraph 9.2 of the Agreement in sufficient time to allow Design Builder to comply with Paragraph 9.2 of the Agreement; (b) Meet all Phase, Substantial Completion, and Final Completion dates in the Contract Documents, and fully cooperate with Design Builder to prepare, monitor, and update any schedule required by the Contract Documents; (c) Look only to Design Builder and not to Owner, or any employee, officer, parent, subsidiary, affiliate, agent, representative, or consultant of Owner, for the performance of any obligation that may be owed to the Subcontractor arising out of or relating to the subcontract agreement; (d) Provide Owner with written notice of default of any obligation owed by Design Builder to the Subcontractor arising out of or relating to the subcontract agreement within thirty (30) days of default or before final completion of the Subcontractor's portion of the Work, whichever comes first; (e) Agree to an assignment of the subcontract agreement to Owner or Owner's designee in accordance with subparagraph 11.6.6 of the Agreement; and (f) Enter into similar agreements with lower -tier Subcontractors. 11.6.4 Subcontractor's notice of default under clause (iv) of subparagraph 11.6.3 of the Agreement shall not create any obligation on the part of Owner with respect to such Subcontractor or default. 11.6.5 At Owner's request, Design Builder shall provide complete copies of each executed subcontract agreement to Owner within seven (7) days after execution or before the particular Subcontractor performs any portion of the Work, whichever is sooner. 11.6.E Design Builder assigns each subcontract agreement to Owner or Owner's designee, provided: (a) The assignment is effective only if Design Builder is terminated from the Project under Article 10 of the Agreement, files a petition for bankruptcy, or abandons the Work, and only for the specific subcontract agreements, if any, that Owner or Owner's designee accepts in writing to Design Builder and the particular Subcontractor; and (b) Neither Owner nor Owner's designee shall be liable to any Subcontractor for any payment, breach, or default that precedes Owner's or Owner's designee's written acceptance of assignment. 11.7 Use and Coordination of Subcontractors 11.7.1 Design Builder shall not be excused or relieved of any obligations under the Contract Documents as a result of any subcontract, assignment, or delegation. Long Form Owner -Design Builder Agreement April 2014 83 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 11.7.2 Design Builder shall hold weekly meetings for all Subcontractors who will or may perform any portion of the Work within the four weeks following the meeting to discuss scheduling, progress, and coordination of the Work. Design Builder shall take and distribute minutes of each meeting to Owner, other Designers, and all Subcontractors in attendance. 11.7.3 Design Builder shall be responsible to Owner for any act or omission by any Subcontractor or any employee, officer, agent, representative, or consultant of any Subcontractor relating to the Work. 11.7.4 Disputes, conflicts, or disagreements as to which Subcontractor, trade, union, or discipline is responsible for any portion of the Work shall be promptly resolved by Design Builder without any adjustment to the GMP or Contract Time. 11.7.5 Subject to all Applicable Laws, Design Builder shall make best effort to employ or use labor and Subcontractors that will perform the Work harmoniously with all trades. 11.7.6 Design Builder shall use its best efforts to avoid any Delay or Disruption to the Project as a result of any strike, work stoppage, or other labor disturbance. If any trade union employed on the Project goes on strike, Design Builder shall take such actions as are reasonable, lawful, and necessary to continue the timely progress of the Work, without Delay, Disruption, or cost to Owner, including establishing a two -gate system and using non -union workers. 11.8 Separate Contractors 11.8.1 Owner reserves the right to use the Site for Owner's operations and to perform activities related to the Project with Owner's employees or Separate Contractors. 11.8.2 If Owner's own employees or any Separate Contractor performs work on the Project during the progress of the Work, Design Builder shall: (a) Allow Owner's own employees and each Separate Contractor a reasonable opportunity to use the Site, store materials and equipment, and perform activities on Site without delay or disruption from Design Builder; (b) Fully inform itself of the work, schedules, and activities of Owner's own employees and each Separate Contractor; (c) Make reasonable efforts to communicate, cooperate, and coordinate Design Builder's activities with those of Owner's own employees and each Separate Contractor; and (d) Negotiate and attempt to resolve any Claim for Delay, Disruption, or defective construction caused by any Separate Contractor directly with such persons or entities. 11.8.3 Design Builder shall not be responsible for coordinating the activities of Owner's own employees, or any Separate Contractor, unless Owner approves Design Builder's assumption of such responsibilities. Long Form Owner -Design Builder Agreement April 2014 84 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 11.8.4 Design Builder may make a Claim to Owner under Paragraph 9.8 of the Agreement for an adjustment to the GMP, Contract Time, or both for any direct costs or Excusable Delays that result solely from Owner's request that Design Builder coordinate the activities of Owner's own employees or any Separate Contractor. 11.9 Claims Between Design Builder and anv Separate Contractor 11.9.1 This Paragraph provides for direct dispute resolution between Design Builder and Separate Contractors, and shall be applicable only if Owner's agreements with both Design Builder and the applicable Separate Contractor provide for direct resolution of disputes; otherwise, Owner shall be liable to Design Builder for any Claim Design Builder has against a Separate Contractor to the extent Owner recovers on the Claim from such Separate Contractor. 11.9.2 Design Builder shall make any Claim Design Builder has against an applicable Separate Contractor by providing notice and all Claim documentation to the Separate Contractor (with a copy to Owner) in accordance with the times and procedures set forth in Paragraph 9.8 of the Agreement. 11.9.3 In the event Design Builder and the Separate Contractor dispute a Claim that is not resolved through negotiation, Design Builder or the Separate Contractor may demand direct arbitration between each other, without naming Owner as a party, in accordance with the then most current construction industry rules of the American Arbitration Association. Any Separate Contractor with a claim against Design Builder shall have a reciprocal right to make a claim and demand direct arbitration against Design Builder in accordance with this Paragraph 11.9. Each Separate Contractor shall be considered an intended third -party beneficiary of this Paragraph 11.9. 11.9.4 Except to the extent provided in this Paragraph, Owner shall not be liable to Design Builder for any damage, cost, or expense incurred by Design Builder as a result of any act or omission of any Separate Contractor or any employee, officer, agent, representative, or consultant of any Separate Contractor. 11.9.5 Design Builder's agreement to arbitrate claims brought by any Separate Contractors shall be specifically enforceable under the prevailing arbitration law in the applicable jurisdiction, and the decision of the arbitrator(s) shall be enforceable in any court having jurisdiction over Design Builder. 11.10 Lenders 11.10.1 Design Builder recognizes that some or all of the cost of the Project maybe financed by or through one or more Lenders. 11.10.2 Design Builder shall cooperate with the Lender. Design Builder shall execute all documents reasonably required by such Lender that do not materially alter Design Builder's obligations under the Contract Documents, including any agreement to: (a) Accept assignment of Owner's rights and obligations under the Contract Documents to any Lender; Long Form Owner -Design Builder Agreement April 2014 85 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (b) Inform the Lender of changes to the Work; (c) Subordinate Design Builder's lien and security rights to the lien and security rights of the Lender; and (d) Obligate Subcontractors to subordinate their lien and security to the lien and security rights of the Lender. Long Form Owner -Design Builder Agreement April 2014 86 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 ARTICLE 12 SAFETY INDEMNIFICATION 12.1 Health and Safetv 12.1.1 Design Builder shall be responsible for performing all Work in a safe and healthy manner. Design Builder shall take necessary and proper precautions to protect against death, injury, damage, or harm arising out of or resulting from the performance of the Work to: (a) All persons present at or adjacent to any location where any portion of the Work is performed, including any member of the public, social guests, business invitees, trespassers, inspectors, or any employee, officer, agent, representative, or consultant of Owner, Design Builder, or any Subcontractor, Separate Contractor, or other Designer; (b) The Work, including finished and unfinished portions of the Work, and materials and equipment stored on or off the Site; and (c) Other property located at the Site, or adjoining properties, including driveways, landscaping, laterally supported lands, lawns, motor vehicles, ponds, residences, roads, structures, subjacent lands, trees, utilities, walkways, and waterways. 12.1.2 Design Builder shall implement, monitor, and administer all health and safety precautions and programs arising out or relating to the performance of the Work. Design Builder's safety and health precautions and programs shall meet or exceed the requirements of Owner, if any, and all Applicable Laws. Design Builder shall make available to Owner all records relating to Design Builder's compliance with Paragraph 12.1 of the Agreement. 12.1.3 Design Builder shall comply with its Safety Manual in connection with every aspect of the Work for which Design Builder, its Subcontractors, suppliers, materialmen, vendors and their respective employees enter onto the Site. Nothing contained in the Agreement or in the Safety Manual is intended to create, creates, nor shall it be construed by Design Builder, or Subcontractor of any tier, to create any responsibility on the part of Owner to monitor, supervise, or enforce the duties, responsibilities and obligations with respect to safety set forth therein. Design Builder covenants and agrees to include the foregoing provision in all agreements entered into with Subcontractors, suppliers, materialmen and vendors and to require each of them to include the foregoing provision in all agreements entered into by them with each of their respective Subcontractors, suppliers and materialmen. The Safety Manual will be provided to all Subcontractors upon request. 12.1.4 Design Builder's workers and all Subcontractors' workers located at the Site shall be required to attend a safety orientation meeting. 12.1.5 Design Builder shall conduct weekly "toolbox" safety meetings attended by all workers employed at the Site. Long Form Owner -Design Builder Agreement April 2014 87 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 12.1.6 Design Builder shall not permit any person who has ingested a measurable level of alcohol, illegal drugs, controlled substances, or prescription drugs that reasonably may impair performance, to remain at the Site, or to perform any portion of the Work. Design Builder and its Subcontractors shall require any employee, officer, agent, consultant, or representative involved in any way with any death, injury, damage, or harm occurring in connection with the Project to submit to a drug and alcohol test conducted by a National Institute on Drug Abuse - approved laboratory, at Design Builder's expense, within two (2) hours of such death, injury, damage, or harm. 12.1.7 At all times during the performance of the Work, Design Builder shall have a designated safety coordinator stationed at the Site that has sufficient knowledge, training, skill, experience, and expertise to properly implement, monitor, and administer Design Builder's health and safety precautions and programs. Design Builder's designation of a Safety Coordinator shall not excuse Design Builder's compliance with this Paragraph. 12.1.8 Before designating a Safety Coordinator, Design Builder shall submit to Owner the name and credentials of the proposed Safety Coordinator. Design Builder shall not designate any Safety Coordinator to whom Owner makes a reasonable objection if such objection is made within five (5) days of Design Builder's submission. Unless the Safety Coordinator leaves Design Builder's employ, Design Builder shall not replace the Safety Coordinator without Owner's prior written consent, which consent shall not be unreasonably withheld. 12.1.9 Design Builder shall routinely inspect the Site for safety hazards and violations, conduct or oversee periodic safety training meetings, and investigate any damage, injury, or harm to any person or property resulting from the performance of the Work. 12.1.10 Design Builder shall take proper precautions when engaged in any dangerous activities, such as overhead hoisting, trench excavation, or the use and storage of explosives. 12.1.11 Design Builder shall immediately notify Owner of any death or serious injury resulting in whole or part from the performance of the Work. Design Builder shall submit a written report to Owner detailing Design Builder's investigation of the cause of any death, injury, damage, or harm resulting in whole or part from the performance of the Work within two (2) days after such death, injury, damage, or harm. 12.1.12 After providing notice to Owner and the proper insurers, and subject to the reasonable requirements of such insurers, Design Builder shall promptly remedy any property damage caused in whole or part by Design Builder or any Subcontractor, or any employee, officer, agent, representative, or consultant of any of them. 12.1.13 In the event of an Emergency, Design Builder shall act, at its discretion, to prevent threatened damage, injury, or loss to persons or property, including those identified in this Paragraph. Design Builder may make a Claim for an adjustment to the GMP or Contract Time or both as a result of any unavoidable Emergency not caused in whole or part by Design Builder or any Subcontractor or any employee, officer, agent, representative, or consultant of either of them, and otherwise permitted by Article 9 of the Agreement. Long Form Owner -Design Builder Agreement April 2014 88 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 12.1.14 Nothing in this Paragraph shall excuse the health and safety responsibilities of any Subcontractor under any subcontract agreement or Applicable Law. 12.2 Hazardous Materials 12.2.1 Design Builder shall take proper precautions and exercise extraordinary care when engaged in the removal, transport, or disposal of any Hazardous Materials found on the Site, including Hazardous Materials that are part of the Work or brought to the Site by Design Builder or its Subcontractors. 12.2.2 If Design Builder discovers potentially Hazardous Materials that are not part of the Work or brought to the Site by Design Builder or its Subcontractors, Design Builder shall immediately stop all Work in the area affected by the potentially Hazardous Materials, and promptly notify Owner. 12.2.3 Design Builder shall not disturb any areas affected by the discovery of potentially Hazardous Materials, until Owner verifies the existence or absence of a Hazardous Material and provides written direction to Design Builder. 12.2.4 Design Builder may continue Work in any area not affected by the discovery of potentially Hazardous Materials, but only to the extent allowed under the Applicable Laws and if Design Builder takes proper health and safety precautions to protect all persons and property identified in Paragraph 12.1. 12.2.5 Design Builder shall not be responsible for the removal, transportation, or disposal of any Hazardous Materials found on the Site, unless such activities are part of the Work, Design Builder or its Subcontractors brought such Hazardous Materials to the Site, or Design Builder failed to promptly discontinue the affected Work and notify Owner upon Design Builder's discovery of a potentially Hazardous Material. 12.2.6 Neither Design Builder nor its Subcontractors, nor any employee, officer, agent, representative, or consultant of any of them, shall dispose of any Hazardous Materials or potentially Hazardous Materials at the Site, or at any area not authorized by the Applicable Laws for disposal of Hazardous Materials. 12.2.7 Design Builder may make a Claim against Owner in accordance with Paragraph 9.8 of the Agreement for Design Builder's reasonable direct costs to shut -down, suspend all or part of the Work, and start-up as a result of the discovery of any Hazardous Material that was not part of the Work or brought to the Site by Design Builder or its Subcontractors. 12.2.8 In the event Owner introduces potentially Hazardous Materials to the site which are not part of the Work, Owner shall provide advance written notice to Design Builder. Design Builder's right to relief in subparagraph 12.2.7 shall also apply equally in the context of Owner introduced Hazardous Materials. 12.2.9 In light of Design Builder's role in connection with all facets of the design and construction of the Project, Design Builder agrees that Hazardous Materials discovered after commencement of the Work, shall be the financial obligation and liability of the Design Builder. Long Form Owner -Design Builder Agreement April 2014 89 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 12.3 Indemnification 12.3.1 To the fullest extent allowed by the Applicable Laws, Design Builder shall defend, indemnify, and hold harmless Owner, and any employee, officer, director, Lender, affiliate, parent, subsidiary, agent, representative, or any non -design consultant of Owner (the "Indemnities"), from and against any and all claims, damages, losses, costs, and expenses, including reasonable attorney, expert, and consultant fees and legal expenses, to the extent arising out of or relating to any intentional or negligent act or omission by Design Builder or any Subcontractor or any employee, officer, agent, representative, or consultant of any of them, that results in personal injury, death, or property damage. 12.3.2 Design Builder's obligations under subparagraph 12.3.1 shall not be limited, waived, or excused by the payment of any damages, benefits, expenses, or compensation under any employee death or disability statute, including worker's compensation, employer's liability, employee benefit, or other such act. 12.3.3 If and only if a maximum limit on indemnification liability is required under the Applicable Laws for enforceability, Design Builder's obligations under subparagraph 12.3.1 shall be limited to 200% of the insurance limits provided by Design Builder. 12.3.4 Design Builder shall defend, indemnify, and hold Owner and its employees, officers, directors, Lenders, affiliates, parents, subsidiaries, agents, representatives, and consultants harmless from and against any and all claims, damages, losses, and expenses, including attorney, expert, or consultant fees, that arise out of or relate to: (a) The failure of Design Builder or any Subcontractor, or any employee, officer, agent, representative, or consultant of any of them, to comply with any Applicable Law; (b) Any Hazardous Material brought to the Site, or if part of the Work, not properly removed from the Site by Design Builder or any Subcontractor, or any employee, officer, agent, representative, or consultant of any of them; (c) Any disposal at the Site of any trash, debris, waste, Hazardous Materials, rock, unsuitable soil, or organic materials at the Site without Owner's prior written consent; (d) Any infringement of Intellectual Property by Design Builder or any Subcontractor, or any employee, officer, agent, representative, or consultant of any of them, unless the infringement results from a violation of the copyright laws contained in the Contract Documents or the installation of a specific process, system, invention, design, or item required by the Contract Documents to come from a single source; (e) Any lien, claim, or demand by any Subcontractor as a result of an alleged failure of Design Builder or any other Subcontractor to pay for any portion of the Work, whether valid or not; and Long Form Owner -Design Builder Agreement April 2014 90 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 (f) Any claim or demand by any Separate Contractor as a result of an alleged act or omission by Design Builder or any Subcontractor, or any employee, officer, agent, representative, or consultant of any of them. 12.3.5 Owner shall defend, indemnify, and hold Design Builder and the employees, officers, agents, representatives, and consultants of Design Builder harmless from and against any and all claims, damages, losses, and expenses, including attorney, expert, or consultant fees, that arise out of the existence of any Hazardous Material discovered at the Site that was not part of the Work or brought to the Site by Design Builder or its Subcontractors, or any employee, officer, agent, representative, or consultant of any of them. 12.3.6 Owner and Design Builder acknowledge receipt of the mutual indemnifications in this Paragraph, and the sum of $1,000 is included in Design Builder's Fee, as separate consideration for the obligations contained in this Paragraph. Long Form Owner -Design Builder Agreement April 2014 91 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E9lF7995 ARTICLE 13 MISCELLANEOUS 13.1 Notices 13.1.1 Any notice required by the Agreement shall be addressed or delivered to the respective addresses set forth below, or to such other address as may be subsequently designated by the intended recipient in writing. To Owner: Todd Curry 2545 Park Plaza Nashville, TN 37203 (State name, mailing address, street address, and fax number as applicable). To Design Builder: Brent Schoolfield 301 South Henderson Fort Worth, TX 76104 (State name, mailing address, street address, and fax number as applicable). 13.1.2 Delivery shall be by personal delivery, by overnight priority mail, by prepaid registered or certified United States mail (return receipt requested), or by electronic mail if allowed by the Contract Documents. 13.1.3 Notice shall be effective when the receipt is signed or when the attempted initial delivery is refused or cannot be made because of a change of address of which the sending parry has not been notified. Notice by personal delivery shall be effective upon delivery. 13.2 Choice of Law 13.2.1 The law of the State where the Project is located shall govern the interpretation of the Contract Documents. Venue shall also be in the Place of the Project. 13.2.2 In the event of arbitration, the Federal Arbitration Act shall govern enforcement of the arbitration provision. 13.3 Assignment 13.3.1 Design Builder shall not assign any rights or obligations under the Contract Documents without the prior written consent of Owner. Any purported assignment of such rights or obligations shall be void. 13.4 Successors 13.4.1 Owner and Design Builder intend that the provisions of the Contract Documents be legally binding on any successors or assigns of either of them. Long Form Owner -Design Builder Agreement April 2014 92 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 13.5 Publicitv and Confidentialitv 13.5.1 Design Builder, its Subcontractors, and the employees, agents, and consultants of either of them, shall not make any public statements related to the Work, Site, Project, or Owner. All communications to the media concerning the Work, Site, Project, or Owner shall be issued through Owner or with the prior written approval of Owner. 13.5.2 Design Builder and its Subcontractors shall not use Owner's name, logo, or any description or image of the Project in any advertisement, marketing, or public relations effort, without the prior written approval of Owner. 13.5.3 Design Builder and its Subcontractors shall not display any sign or advertisement at the Site without the prior written approval of Owner. 13.5.4 During the Contract Time, Design Builder may have access to and acquire knowledge of certain Confidential Information. 13.5.5 Confidential Information made known to Design Builder shall be kept strictly confidential, without use on other matters, or disclosure to any other person or entity, absent Owner's prior written consent, for a period of five (5) years following Design Builder's receipt of such Confidential Information, or for the length of time a trade secret remains a trade secret, whichever is longer; provided, however, Design Builder may make limited disclosures of Confidential Information to persons that are directly involved in the design, procurement, and construction of the Project, but only to the extent such persons have a genuine need to know such Confidential Information and agree in writing to abide by the terms of this subparagraph. 13.5.6 Certain Confidential Information is protected by the United States Copyright Act, as amended, and international treaties. Except as provided herein, any copying or unauthorized duplication of all or a portion of such materials is strictly forbidden. Any authorized copies shall contain Owner's copyright notice. Removal or obliteration of such notice is a material breach of the Agreement. Any derivative versions of Owner's copyrighted material shall be the property of Owner. Design Builder shall perform such further acts and execute such further documents as Owner may require to evidence such ownership. In the event Design Builder fails or refuses to execute any such documents, Design Builder hereby appoints Owner as Design Builder's agent to execute such documents on behalf of Design Builder. 13.5.7 Subparagraph 13.5.5 shall not apply to any documents or information (i) in the possession of Design Builder at the time of disclosure by Owner; (ii) made public through no fault of Design Builder; or (iii) required to be produced in pending litigation after providing Owner no less than five (5) days written notice of such planned production; provided, however, Design Builder shall notify Owner in writing in the event Design Builder believes any documents or information, which would otherwise be Confidential Information, are exempt from subparagraph 13.5.5. If contested, Design Builder shall have the burden of providing clear and convincing evidence of the applicability of such exemption. 13.5.8 Any violation of subparagraph 13.5.5 shall result in harm to Owner that is extra- ordinary, urgent, and without adequate remedies at law; thereby making injunctive relief proper in addition to any other remedies available to Owner. Long Form Owner -Design Builder Agreement April 2014 93 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 13.6 Survival 13.6.1 All terms of the Contract Documents pertaining to insurance, indemnification, liens, warranties, and confidentiality shall survive any termination, cancellation, abandonment, or completion of the Agreement. 13.7 Original Counterparts 13.7.1 The Agreement may be executed in two or more identical counterparts, each of which shall be deemed an original document, but all of which taken together shall be deemed to constitute one and the same instrument. 13.8 Use of Electronic Files Provided by the Design Builder or his Consultants 13.8.1 At Owner's request, Design Builder and its Consultants shall furnish its graphic design documents and other electronic media generated in connection with its Services. Design Builder's electronic files shall be transmitted without warranty or representation. Design Builder and its Consultants shall not be held responsible for any damage incurred as a result of use or misuse of the files. It is understood that Design Builder is not selling its electronic files but rather charging a fee for retrieving, copying, translation and shipping. Further, it is understood that Design Builder's electronic files may not fully represent plotted or printed documents produced for the Project. Unless indicated otherwise in this agreement, electronic files shall be provided in the file format in which they are created. At the discretion of the Design Builder, files will be made available either by CD Rom or FTP site. 13.8.2 Design Builder shall provide electronic files to Owner and to their designated vendors and consultants during the preliminary design and construction document phases of the design document preparation. These files are provided to Owner to assist them in their evaluation of the project, and to assist their consultants and vendors in their document preparation and to facilitate coordination. 13.8.3 The Design Builder shall provide electronic files to Owner one time only, absent good cause. Owner may make its request at any time in written form and shall clearly and specifically identify all files requested. Absent good cause, requests for electronic files may not be directly made by any sub -contractor, any supplier, or any other secondary tier provider or supplier of services or products for construction. 13.8.4 Should Design Builder furnish electronic files to any such parry, the entity making the request is to be responsible for the charge for services required for retrieving, copying, translation of files and any shipping required. Acceptance of the charge for service is to be acknowledged before service is rendered. Long Form Owner -Design Builder Agreement April 2014 94 DocuSign Envelope ID: E9273FBB-F67A-4FOF-8BBA-9435E91F7995 IN WITNESS OF THE OBLIGATIONS HEREIN, the parties have executed this Agreement, this the February day of 10, 2022. Long Form Owner -Design Builder Agreement April2014 DS L�� 7/26/2022 2 DocuSigned by: FF6A1177ADDC454... Authorized Signature Clint Russell Title: Vice President D 5194eRVILDER: y:,, :,:,tea i4✓-... Authorized Signature Darvl Steinbeck Printed Name Senior Vice President Title 95 6/24/2022 ds 6/20/2022 6/20/2022 DEVELOPMENTBOND GUARANTEEING PERFORMANCE AND PAYMENT OF IMPROVEMENTS Bond No. SU 1193886-0000 KNOW ALL MEN BY T'IIESE PRESENTS, that we, HCA Health Services of Texas, Inc. , as Principal, and Arch Insurance Companv , a corporation organized and existing under the laws of the State of MO , and fully authorized to transact business in the State of Texas, as surety, are held and firmly bound unto CITY OF FORT WORTH, TEXAS, 200'rexas Street, Fort Worth, Texas, 76102, as Obligee, in the penal sum of (S 604,454.75 ) lawful money of the United States of America, for the payment of which well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEAREAS, HCA Health Services of Texas, Inc. has agreed to construct in HCA Behavioral Health Hospital - CPN 104380 ., in the CITY OF FORTWORTI-1, TEXAS the following improvements: Water, Paving & Sewer WHEREAS, in the event of bankruptcy, default or other nonperformance by Principal, claims against Principal or the development, Obligee may be left without adequate satisfaction. NOW, TI-IEREFORE, TILE CONDITION OF T'IIIS OBLIGATION IS SUCK, that if the said Principal shall construct, or have constructed, the improvements herein described, and shall pay for the cost of all labor, materials and equipment furnished in connection with the construction of said improvements, and shall save the Obligee harmless from any loss, cost or damage by reason of its failure to complete the construction of said improvements or by reason of its failure to pay for the cost of same, then this obligation shall be null and void, otherwise to remain in full force and effect; and upon receipt of a claim by the City of Fort Worth indicating that the construction of said improvements has not been completed, or that the costs for same have not been paid, the Surety will pay to the City of Fort Worth such amount up to the amount of this bond which will allow the City of Fort Worth to complete construction of said improvements and to pay for the costs of same. We hereby agree with you that the draft(s) drawn under and in compliance with the terms of this bond will be duly honored upon presentation at: (Surety)Arch Insurance Company mail code: , (Surety Address) Harborside 3, 210 Hudson Street Suite 300 , Jersey City, NJ 07311-1107 Attn: Claims Department or by facsimile to (surety: Arch Insurance Company Fax Number 201-743-4005 confrimcd by a phone call at201-743-4000 PROVIDED FURTI-IER, that this bond shall automatically be increased by the amount of any change order, supplemental agreement or amendment which increase the price of the aforementioned contract. PROVIDED FURTHER, that if any legal action be filed on this bond, the laws of the State of Texas shall apply and that venue shall lie exclusively in 'Tarrant County, Texas. AND PROVIDED FURTER, that the said surety, for value received, hereby stipulates and agrees that no charge, extension of time, alteration or addition to the terms of any contract for the public affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of such contract. This bond is given pursuant to the provisions of Section 212.073 of the Texas Local Government Code, as such may amended from time to time. Signed, sealed and dated this DEVELOPER'S NAME H*ltServicesf Texas, Inc.4 B 20th day of March 2023 SURETY COMPANY'S NAME Arch Insurance Company Surety) By; It Attorney -in -Fact Surety Phone No. 201-743-4000 00272 This Power ofAttorney limits• the acts of those mmned herein, and they have no authority to bind the Conipatty except in the manner and to the extent herein stater(. Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Paine Guarantees. POWER OF ATTORNEY Know All Persons By These Presents: That the Arch Insurance Company, a corporation organized and existing render die laws of the Stale of Missouri, having its principal arhninislralive office in Jersey City, New Jersey (hereinafter referred to as the "Company") does hereby appoint: C. Stephens Griggs, Cbarlssa D. Lecuyer, Charles R. Teter 111, Christy M. Bralle, Debra J. Scarborough, Erin C. Lavin, Evan D. Sizemore, Hillary D. Shepard, Jeffrey C. Carey, Kellie A. Meyer, Lauren Scott, Mary T. Flanigan, Patrick T. Priby1, Rebecen S. Leal, Tabitia M. Fry and Veronica Lawyer of Kansas City, N10 (EACH) its true and lawful Attorney(s)in-Fact, to make, execute, seal, and deliver fi•oin the date of issuance of this power for and on its behalfas surety, and as its act and deed: Any and all bonds, undertakings, rccognizances and other surety obligations, in the penal sum not exceedin&Onc Hundred Fifiv Million Dollars (S150.000.000.00). This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth herein. The execution of such bonds, undertakings, rccognizances and other surety obligations in pursuance of these presents shall be as binding upon the said Company as fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative office in Jersey City, New Jersey. This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company of August 31, 2022, hue and accurate copies of which are hereinafter set fordr and are hereby certified to by the undersigned Secretary as being in full force and effect: "VOTED, That the Chainnan of the Board, the President, or the Executive Vice: Presideart, or any Senior Vice President, of the Surety Business Division, or their appointees designated in reriting and filed with die Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to authorize them subject to the linitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company thereto, bonds, undertakings, rccognizances and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for acceptance of process." This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent ofthe Board of Directors of the Company on August 31, 2022: VOTED, That the signature of die Chainnan of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by die Secretary, may be affixed by facsimile on any power ofaltomey or bond executed pursuant to die resolution adopted by the Board ofDireclors on August 31, 2022, and any such power so executed, sealed and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the Company. In Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 211 day of February, 20.. Attested and C(crrtltieddy�(J _ � ° `d� Arch Insurances Company Y l U�1V Y � W SCR TE '4 We4t,—� A. 1971 Regan .Shulman, Secretory Stephen C. Ruschak, Executive Vice President STATE OF PENNSYLVANIA SS COUNTY OF PHiLADELPHI A SS Wood 1, Michele Tripod(, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names are respectively as Secretary and Executive Vice President of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of Missouri, subscribed to the foregoing instrument, appeared before the this day in person and severally acknowledged that they being thereunto duly authorized signed, sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and purposes therein set forth. Al t t>flul AVCHEllb of renoPOD!, tvtala • tiotery SEaI,tYCNEIE iAIPODI, lNtary PubtkPhiladolphucounty e't 'podi, Notar Public h1yCemtnlUionExplret.My31, JWJ My commission expires07/31/2025 CERTIFICATION GortuMllfoo 1AulrbM 116062I I, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated February 2. 2023 on behalf of the person(s) as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution of the attached Power of Attorney the duly elected Executive Vice President of die Arch Insurance Company. IN 0 TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch insurance Company on tthjiiss20tf-day of March A. Shulman, Secretary --- This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind lie Company except in the manner and to the extent herein stated. PLEASE SEND ALL CLAiM INQUIRIES RELATING'1'O THIS BOND 1'0 THE FOLLOWING ADDRESS: �'O Arch Insurance - Surety Division 3 Parkwoy, Suite 1500 WKn)"Ye Philadelphia, PA19102 y stAt a, 1971 MISIW � To verify the au then tkity of this Power of Attorney, please contact Arch insurance Company at Su retyAut h a nt I c archInsurance.com Please refer to the above named Attorney -in -fact and the details of the bond to which the power Is attached. AICPOA040120 Printed in U,S.A. DocuSign Envelope ID: 2BDF5917-724D-4DFF-8B76-6D329F42BBE7 V" WHITING -TURNER PROJECT Fort Worth Behavioral Hospital LOCATION Alliance Town Center Blvd Fort Worth, TX 76244 TO Brown Excavating Company, Inc. P.O. Box 8599 Fort Worth, TX 76124 ATTN Subcontract Supplement The Whiting -Turner Contracting Company W-T Job Number: 019747 DATE 08/18/2023 SUBCONTRACT SUPPLEMENT NO. 002 SUBCONTRACT NO. 019747-31A SUBCONTRACT DATE W-T PROJECT MANAGER Charles Schoolfield YOUR SUBCONTRACT IS HEREBY AMENDED TO INCLUDE THE PROVISIONS OF THE EXTRA WORK ORDERS LISTED BELOW. This Supplement constitutes full and final settlement of all claims, demands, disputes, or requests for additional time, delay, impact, acceleration and/or any form of compensation whatsoever, whether asserted or unasserted or known or unknown by you arising out of or relating in any way to the work or services described herein. Subcontractor acknowledges and agrees that any such claims not previously asserted in writing prior to the date of execution of this Subcontract Supplement shall be deemed, and are hereby, expressly waived and released by the Subcontractor. PCI Description Amount 000022 Per City Legal requests this Supplement shall remove all strike outs from the $0.00 original Supplement/Contract and include sheets from the City's Standard DAP Agreement. TOTAL ADD THIS SUPPLEMENT Zero Dollars 00/100 Dollars: $0.00 Original Subcontract Amount Previous Supplements Amount of This Supplement Revised Subcontract Amount* $46,624.01 $906,596.00 $0.00 $953,220.00 Subcontractor: Brown Excavating Company, Inc Docusignea by: APPROVED 1501 F024E19A487- Signature Brian Brown Printed Name President Title DATE 9/25/2023 THE WHITING -TURNER CONTRACTING COMPANY DocuSigned by: APPROVED FMA"t k""e7 �_HE9688F78GSjb nature (Vice President) 145 Michael Kersey Printed Name Division vice President Title DATE 9/25/2023 * Consent of Surety - If original Subcontract Amount is increased by more than 10% resulting from this and previous Subcontract Supplements, or original scope of work has been substantially changed, Consent of Surety Company is required below. Surety Company Attorney -In -Fact Date Subcontract Supplement B Rev. 12/5/2018 DocuSign Envelope ID: 2BDF5917-724D-4DFF-8B76-6D329F42BBE7 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 4 3211.0400 Hydrated Lime 32 11 29 TN 13.3 5 3211.0501 6" Lime Treatment 3211 29 SY 739 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $154.15 $2,050.201 $2.92 $2,157.881 1 1 $4,208.08 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 Form Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: 2BDF5917-724D-4DFF-8B76-6D329F42BBE7 00 42 43 DAP - BID PROPOSAL Page 4 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS $4,208.081 1 Total Construction Bid $4,208.08 1 This Bid is submitted by the entity named below: BIDDER: Brown Excavating Inc. PO Box 8599 Fort Worth, TX 76124-0599 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Brian Brown o... S,g—cy: TITLE: oP�s" DATE: 9/25/2023 END OF SECTION 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of 1st Doc Review Bid Proposal_DAP.xIs 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSAT10N LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104380. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Brown Excavating Company, Inc. Company P.O. Box 8599 Address Fort Worth, TX 76124-0599 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By. Ama da Brown i (Plea,4e Print) k I Signat e:t Title: Administrator (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Amanda Brown , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executod the same as the act and deed of Brown Excavating Company, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 6th day of October 12023. o4�Yp�e. Charles D. Reed, Jr. 4otaryublic iWa�nte s Notary Public, state of Texas Ccxnm_ Expires W14/2024 Notary ID 12869093-2 waroxflU MDOW111161►1 CITY OF FORT WORTH [huert Project Naine] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Pro]eci Yurnber] Revised April 2, 2014 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 SUBCONTRACT THE WHITING -TURNER CONTRACTING COMPANY Address Reply to: THE WHITING -TURNER CONTRACTING COMPANY 301 S. Henderson St. Fort Worth, TX 76104 SUBCONTRACT NO. 019747-31A SUBCONTRACT FOR Earthwork SUBCONTRACTOR Brown Excavating Company, Inc. Address P.O. Box 8599 Fort Worth, TX 76124 Remittance Address P.O. Box 8599 Fort Worth, TX 76124 OWNER HCA Healthcare PROJECT Fort Worth Behavioral Hospital Alliance Town Center Blvd Fort Worth, TX 76244 This agreement, made this 27" day of April, 2023, by and between Brown Excavating Company, Inc. hereinafter called the Subcontractor, and THE WHITING -TURNER CONTRACTING COMPANY, of Baltimore Maryland, with its principal office located at 300 East Joppa Road, Baltimore, Maryland, a body corporate of the State of Maryland, hereinafter called the Contractor, WITNESSETH, that the Subcontractor and Contractor for the consideration hereinafter named, agree as follows: ARTICLE 1. DEFINITIONS -- (a) As used herein, the following terms shall have the meanings indicated: "Architect" or "Engineer" means the architect or engineer directing the work as agent of the Owner, or any other person authorized by the General Contract to direct or pass upon any matter or thing connected with the performance of the General Contract. "Contract Documents" means (a) the General Contract, (b) all general, supplementary and other conditions applicable to the Project, (c) the Drawings and Specifications, and (d) all bulletins and addenda issued in connection with the Project. "Drawings and Specifications" means the drawings and specifications described in Article 2 hereof, and all addenda and/or revisions thereto. "General Contract" means the contract executed or to be executed by the Owner and the Contractor in connection with the construction of the Project and any amendments thereto. Where the contract entered into between Owner and Contractor is a Construction Management Agreement, the term "Contractor" shall be deemed to mean "Construction Manager". "Subcontract" means this document and all of the Contract Documents which shall be made a part of this Subcontract and are incorporated herein by reference. (b) Where the term "Contractor" is used in the Specifications, insofar as it has application to the work required to be done by the Subcontractor as provided herein, it shall be deemed for the purposes hereof to refer to the Subcontractor. The term "Contractor" or "General Contractor" when used in the Contract Documents shall be deemed to 0911 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 make reference to the Subcontractor insofar as it has application to the work covered by this Subcontract. The term "Subcontractor" may be referred to as "it" whether Subcontractor is incorporated or not. ARTICLE 2. SCOPE OF WORK --The work to be performed and materials to be furnished by the Subcontractor are as specified in Article 3 hereof and in accordance with Drawings and Specifications prepared by Corgan Associates. Inc. dated 11/01/2022. and as set forth in Exhibit B. ARTICLE 3. PROVISION OF LABOR AND MATERIALS -- (a) The Subcontractor agrees to furnish and pay for all labor and supervision, tools, apparatus, supplies, equipment, and services, and also to furnish, deliver, install, and pay for all materials necessary for the performance and completion of the work described under the Scope of Work, free from all claims and liens of materialmen, suppliers, laborers, truckers, subcontractors, and others making claims through the Subcontractor. All such work shall be done to the satisfaction of the Owner, the Architect and/or Engineer, and the Contractor in accordance with the Contract Documents. Subcontractor agrees to submit daily work reports and monthly progress reports and schedule updates upon request by the Contractor. The Subcontractor agrees that with respect to the Scope of Work hereunder it will stand in the Contractor's shoes with respect to the Contractor's obligations to the Owner under the Contract Documents and will perform all work and obligations as set forth on the Contract Documents to the satisfaction of the Owner. At all times that Subcontractor has personnel at the Project site, it shall also have present an authorized representative of Subcontractor who shall supervise and direct Subcontractor's personnel and be responsible for their actions. Such representative shall be authorized to act on behalf of the Subcontractor and communications to such representative shall be binding upon Subcontractor. (b) In the event any deviations from the Contract Documents are incorporated in any shop drawings of or by the Subcontractor, such deviations and the reasons therefore shall be fully explained in writing by separate letter to the Contractor and Owner at the time the shop drawings are submitted to the Contractor and Owner. Failure to so specify and explain any such deviation will automatically void any inadvertent approval of the same by the Contractor, Architect, Engineer and/or Owner. (c) The Subcontractor represents and warrants that it is an expert in the particular line or lines of work herein contracted to be done and that it is competent to know whether the materials, methods and apparatus specified for this work are sufficient and suitable to secure the results contemplated by the Contract Documents. The Subcontractor shall be responsible for fulfilling the requirements of the Contract Documents. Subcontractor agrees to cooperate in carrying out Contractor's quality assurance program including, but not limited to, furnishing necessary documentation and facilitating inspections and quality checks. (d) In the event that Subcontractor employs union labor the Subcontractor agrees to be bound by the terms and provisions of the agreement establishing the Impartial Jurisdictional Disputes Board, any such successor Board, or any subsequent method agreed to be employers and the unions affiliated with the Building and Construction Trades Department, AFL-CIO, for the settlement of jurisdictional disputes. The Subcontractor also agrees that any assignments of disputed work shall be made in accordance with any agreement of record between the disputing trades, or any published decision of record compiled and published by the Building and Construction Trades Department, AFL-CIO in Agreements and Decisions Rendered affecting the Building Industry. ARTICLE 4. DILIGENT PERFORMANCE— (a) Subcontractor agrees to commence, pursue diligently and complete the work in such sequence and order and according to such schedules as Contractor shall establish from time to time during the course of the work, and shall perform the work so as not to delay any other trades or contractors, time being of the essence of this Subcontract. Any written dates furnished by the Subcontractor and approved by Contractor and Owner for delivery of materials, samples, shop drawings, etc., shall become a part of this Subcontract. Subcontractor shall furnish information requested by the Contractor in connection with monitoring and updating the Project schedule and shall immediately notify Contractor in writing of any interruption of the work or late delivery which causes or may cause a delay in Subcontractor's performance. No extension of completion date shall be permitted unless approved in writing by the Contractor and Owner, and Subcontractor shall be responsible for any losses or penalties incurred by Contractor as a result of delays in completing Subcontractor's work. If Contractor determines that the Subcontractor is behind schedule or will not be able to maintain the schedule, Subcontractor shall submit a remedial plan to recover, shall work overtime, shift work, or work in an altered sequence, if deemed necessary, in the judgment of the Contractor to maintain the progress of the work. Any such overtime, acceleration, shift or altered sequence work required to maintain progress or to complete the work on a timely basis shall be at Subcontractor's expense and shall not entitle Subcontractor to an extension of time or additional compensation. Contractor may supplement Subcontractor's forces, at Subcontractor's expense, if deemed necessary by the Contractor to maintain the Project schedule. Subcontractor shall be liable to the Contractor for any delay or damages, including consequential or liquidated damages, threatened or assessed against the Contractor to the extent caused by the Subcontractor. (b) To the fullest extent permitted by applicable law, Contractor shall have the right at any time to delay or suspend the work or any part thereof without incurring liability therefore. An extension of time shall be the sole and exclusive remedy of Subcontractor for any delays or suspensions suffered by Subcontractor, but only to the extent that a time extension is obtained from the Owner, and Subcontractor shall have no right to seek or recover from Contractor any damages or losses, whether direct or indirect, arising from or related to any delay or acceleration to overcome delay, and/or any impact or effect of such delays on the Work. (c) Subcontractor shall cooperate fully with Contractor in providing promptly any information requested by Contractor in connection with preparation of schedules for the Project, including, but not limited to, detailed information concerning the sequence, beginning and ending dates of activities, cost breakdowns related to such activities, and any information requested for Critical Path Method scheduling if used for the Project. The costs of all such activities on the part of Subcontractor are included in the Subcontract Amount. (d) In the event of any dispute under this Subcontract or as to the work to be performed, Subcontractor shall continue to diligently perform the work as directed by Contractor without interruption, deficiency or delay. SC2 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 ARTICLE 5. PAYMENT -- (a) Payment of amounts due under the Subcontract, shall be made as follows: The Contractor shall, pay to the Subcontractor an amount equal to ninety percent (90%) or such higher percentage as required by applicable law of the value of the work performed by the Subcontractor as determined by the Architect and approved by the Contractor during any calendar month within fifteen (15) days after payment therefor has been received by the Contractor from the Owner, or within such shorter period specified by applicable law, statute or regulation. The Contractor shall be under no obligation to make any payment to the Subcontractor except to the extent that the Contractor has received funds from the Owner for the work invoiced by the Subcontractor; that is to say, the Subcontractor shall not be entitled to payment if for any reason, the Owner fails to pay the Contractor in accordance with the General Contract, such payment from the Owner being a condition precedent to any obligation of Contractor to Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Retainage and any other balance of the Subcontract Amount shall be payable fifteen (15) days or within such shorter period specified by applicable law, after the work under this Subcontract has been completed and accepted by the Owner, Architect, and Contractor and following approval by the Architect of the final application for payment, and settlement of all claims, if any, under this Agreement, provided that Subcontractor has fully performed all of its obligations hereunder. The Contractor is hereby authorized to deduct and offset from any payment an amount equal to any and all sums or obligations owing by the Subcontractor to the Contractor and costs necessary to complete the work to be performed under this Subcontract, and any and all claims liquidated or unliquidated, by the Contractor against the Subcontractor, arising hereunder, under any other contract or agreement between the Subcontractor and the Contractor or from any other liability or obligation of the Subcontractor to the Contractor whether under this Subcontract or otherwise. (b) The Subcontractor agrees to submit to the Contractor applications for payment by the 25th of each month, or at such other time as provided in the Contract Documents so as to enable the Contractor to timely apply to the Owner for payment. As a condition precedent to the payment of any application, the Subcontractor shall (1) produce waivers of mechanics lien rights and claim releases in the form required by Contractor by Subcontractor and all persons supplying labor or materials to the Subcontractor on the Project through the period covered by the application, or (2) exhibit such other evidence as the Contractor may require that charges for all labor and material have been paid. Any payments made by Contractor to Subcontractor are to be held in trust by Subcontractor for the payment of any lower tier Subcontractor or supplier. The Contractor shall have the right to contact Subcontractor's suppliers and subcontractors of any tier, direct or indirect, to determine the current status of indebtedness and Subcontractor authorizes them to provide such information. Contractor in its discretion may make checks payable jointly to Subcontractor and the supplier or subcontractor or directly to the supplier or subcontractor for the account of the Subcontractor. (c) Payment by the Contractor to the Subcontractor or for its account shall not be deemed to be an admission or approval by the Contractor of the sufficiency and adequacy of the work covered by the payment. (d) Notwithstanding any other provisions of this Agreement, Contractor shall be under no obligation to make any payment to the Subcontractor under any provision hereof except to the extent that Contractor has received funds from Owner, payment by Owner being a condition precedent to payment of the Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Notwithstanding the foregoing, nothing in this Subcontract shall be construed to prohibit Subcontractor from pursuing its rights, if any, to a mechanic's lien or statutory bond claim in the event that non-payment of the Subcontractor was caused by the failure of the Owner to pay Contractor amounts legally due. Subcontractor further agrees that, prior to exercising its rights or filing any claims, if any, against the Contractor or any surety for non-payment caused by the failure of the Owner to pay Contractor amounts legally due, Subcontractor shall first timely exercise and exhaust any rights and remedies that may exist with respect to enforcing a mechanic's lien on the Project. (e) Contractor may apply any payments otherwise due Subcontractor hereunder to any other indebtedness, liability or obligation of Subcontractor to Contractor whether under this Subcontract or any other agreement or circumstance. ARTICLE 6. ADDITIONAL OR OMITTED WORK -- (a) In the event that the Contractor directs Subcontractor to perform additional work, Subcontractor agrees that it will promptly perform and diligently complete such work whether or not Contractor and Subcontractor have agreed on the cost of such work. Subcontractor shall submit to Contractor a lump sum proposal for such work, which proposal shall include a detailed cost breakdown for each component of the work, indicating both quantities and unit prices, and such proposal shall be submitted to Contractor not later than 7 days after Contractor directs Subcontractor to perform extra or additional work or such lesser period if required by the Contract between Owner and Contractor. If a lump sum price or unit price for the additional work cannot be agreed upon, or Subcontractor fails to submit such proposal within 7 days after Contractor directs Subcontractor to perform extra or additional work, Subcontractor agrees to do the work on the basis of its actual cost plus percentage fees for overhead and profit as set forth in Article 10. The Contractor shall not be liable for payment for any additional work performed by the Subcontractor unless such work is first expressly authorized by the Contractor in writing and payment is made by the Owner to the Contractor for such extra work, payment by Owner to Contractor being a condition precedent for Contractor to pay Subcontractor for such work. Both authorization in writing by the Contractor and actual payment by the Owner to the Contractor for such extra work shall be conditions precedent to Contractor's obligation to pay Subcontractor for such additional work. Any additional compensation or time to be given to Subcontractor shall be set forth in a Subcontract supplement and shall constitute a full and final equitable adjustment of compensation, time or any other alleged entitlement, known or unknown, arising in connection with the facts and circumstances described in and which gave rise to such contract supplement and Subcontractor waives all damages, direct, indirect and consequential, relating to such facts and circumstances, including, but not limited to, impact, reduced productivity, interference by other trades, lack of coordination of the work by Contractor, inefficiencies, acceleration, delays, extended overhead, diminished bonding capacity or lost profits. (b) In the event that the Subcontractor performs any such authorized additional work on an actual cost plus basis, it shall furnish each day to the representative of the Contractor, duplicate payroll sheets, timesheets, material tickets, SO Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 equipment charges, and a statement or slips for all other charges, retaining a copy of each thereof, and securing on each thereof the signature of the duly accredited representative of the Contractor. Such signed copies of payroll sheets, timesheets, material tickets, statements and slips shall accompany the application for payment. (c) Should the Contractor during the execution of this Contract require the Subcontractor to omit any work embraced within the terms of this Subcontract, said omission being for the account of the Owner, the Contractor, or any other subcontractor on the work, the Subcontractor agrees to omit such work, and the Contractor will deduct from any monies due the Subcontractor the value of such omitted work as reasonably determined by Contractor. (d) In the event of any dispute, controversy, or claim for additional compensation or time extensions, except for payment for extra or additional work expressly directed by Contractor in accordance with Section 6 (a) of this Subcontract, the compensation for which shall be fully and finally governed by Section 6 (a) of this Subcontract and for which no further claim can or shall be made, notice in writing shall be given to the Contractor no later than seven (7) days following the occurrence on which such claim is based, unless the notice provision in the General Contract between the Owner and Contractor is less than seven (7) days, in which case, Subcontractor shall give notice to Contractor within 2 days less than the time required for Contractor to give notice to the Owner according to the notice provision in the General Contract. Such notice shall describe the dispute, controversy or claim in detail so as to allow Contractor to review its merits. Such notice shall also provide detailed information to substantiate such claim including supporting documentation and calculations, and including any information requested by Contractor. Any claim not presented within such time period shall be deemed waived by Subcontractor. (e) If the Subcontractor shall make any claim against the Contractor for extra work or additional compensation for which the Owner or its agents may be liable, the Contractor may present such claim or claims to the Architect and/or Owner for determination and decision provided (1) such claim is not, in the judgment of the Contractor, made in bad faith, (2) Subcontractor has given notice in accordance with Article 6 (d) and in the form required by the General Contract, and has presented the claim to Contractor within the time required by Article 6 (d), (3) Subcontractor has both requested in writing that Contractor present the claim and has agreed in writing, on terms satisfactory to Contractor, to pay all costs of Contractor in presenting and pursuing such claim. Further, if Contractor requires that Subcontractor execute a liquidating agreement or similar agreement on terms satisfactory to Contractor further memorializing the understanding of the parties in connection with the presentation of such claims, Subcontractor shall execute such agreement as a precondition for Contractor to submit such claim. Presentation of the claim by Contractor shall not be construed as an acknowledgment of the validity thereof, or a waiver of any right of the Contractor, and such action shall be without prejudice to its rights. If the claim is presented by the Contractor to the Architect and the Owner, the decision of the Architect and/or Owner shall be final and binding upon the Subcontractor to the same extent and purpose that it is final and binding on the Contractor. (f) No additional time or compensation will be allowed for weather delays or difficulties or inconveniences arising from mud, dust, water, ice, snow, wind, heat or cold or similar natural or physical conditions unless permitted under the General Contract and a claim therefore is made as set forth in Section 6(e). Contractor assumes no responsibility for material received, unloaded or stored for or by Subcontractor. Materials, tools, supplies, equipment, etc., belonging to or leased to Subcontractor are its responsibility and no claim for missing or stolen property will be allowed. Contractor shall not be required to provide hoisting facilities or temporary power, water or heat unless otherwise provided herein. (g) Contractor may direct Subcontractor to work overtime or premium time and Subcontractor shall comply with such direction. If approved in advance in writing by Contractor's authorized representative, Subcontractor may be reimbursed for such work but only for the difference between regular time and overtime for direct payroll cost and the related payroll taxes, insurance, and benefits, and shall not be entitled to any additional compensation for overhead or profit or for inefficiencies or declines in productivity or other impacts. Subcontractor shall be responsible for the costs of overtime work caused by failure of Subcontractor to provide sufficient manpower, maintain the progress of the Work, or otherwise meet its obligations hereunder. ARTICLE 7. DEFAULT -- (a) In the event the Subcontractor shall, in the judgment of the Contractor, (1) become unable to fulfill its financial obligation, become insolvent, or file or have filed against it any petition in bankruptcy, make an assignment for the benefit of creditors, or commence or have commenced against it or enter into any other proceeding or arrangement for relief of debtors, reorganization or deferral or discharge of debts, (2) fail to pay, when due, for materials, supplies, labor, taxes, or other items purchased or used in connection with the work, (3) fail to pursue the work in accordance with this Subcontract and the schedules established by the Contractor, (4) fail to supply a sufficiency of properly skilled supervisors, workmen, or of materials, tools, equipment, or supplies of the proper quality (including failure occasioned by a strike, picketing, boycott, or other cessation of work by Subcontractor's employees), (5) interfere with or disrupt, or threaten to interfere with or disrupt the operations of the Contractor, the Owner, or any other laborer, materialmen, supplier, subcontractor, or other person working on the job, whether by reason of any labor dispute, picketing, boycotting, or by any other reason, (6) violate any applicable federal, state, or local laws or regulations, (7) advise Contractor or demonstrate to Contractor that Subcontractor will be unable to timely and adequately perform any of its obligations under this Subcontract, or (8) commit any other breach of this Subcontract, then any such event shall immediately with no further action or notice required on the part of the Contractor, constitute a default by the Subcontractor under this Subcontract, and any such event shall be deemed to be a breach of this Subcontract. The Contractor will give the Subcontractor written notice of default. Upon receipt of such notice, Subcontractor shall have two (2) days in which to cure any such default provided, however, that if, in the judgment of the Contractor, such default cannot be cured within a two (2) day period after such notice, or Subcontractor has advised Contractor or Contactor has otherwise determined that Subcontractor is unable to cure or remedy said default, the Contractor will notify the Subcontractor of default but the Subcontractor will not have any right to cure such default and the Subcontractor may be terminated immediately. In the event of a default for which there is no right to cure as provided hereinabove, or in the event of the expiration of the 2-day cure period set forth hereinabove without all such defaults having been fully cured, the Contractor may terminate this Subcontract, take possession of all or any materials, fabricated items wherever located, supplies, equipment and tools pertaining to the Project whether on the Project site, in the Subcontractor's premises or in transit, and may make independent arrangements for completion of the work. Subcontractor grants to Contractor a right of entry into any premises owned or leased by Subcontractor for the foregoing purposes. The amount of completion cost, as well as any other costs, damages, or expenses, including Contractor's legal fees and expense, incurred as a result of such default shall SC4 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 be charged against any unpaid balance due to the Subcontractor under this Agreement or under any other agreement between Contractor and Subcontractor; and, if said total costs, damages or expenses shall exceed the balance due, the Subcontractor agrees to pay the amount of said excess immediately upon demand of the Contractor. The materials, supplies, equipment and tools taken by the Contractor may be used in completing the Project and may be incorporated into the improvements being constructed. With respect to any of such items incorporated into the Project, or consumed in the job, the net reasonable value of the same as of the date of taking shall be taken into account in the calculation of the aforesaid total completion costs, damages, and expenses. With respect to any such items which are not so incorporated or consumed, or which have a salvage value, the Contractor may, at its option (1) assume title to the same or any part of the same, as of the date of default and take into account the net reasonable value thereof as of the date of taking in the calculation of the total completion cost, damages, and expenses or (2) return the same to Subcontractor and take into account the net reasonable value of the use thereof by Contractor in the calculation of the said total completion cost, damages, and expenses (b) In addition to, and not in substitution of, the remedies herein above specified, Contractor may immediately, in the event of default or failure of Subcontractor to perform its obligations hereunder, provide or arrange for such workmen and materials necessary to continue and complete the work contracted for hereunder for the account of the Subcontractor and at Subcontractor's cost and expense, and apply any and all funds due or to become due to the Subcontractor thereto, all without terminating, rescinding or voiding this Subcontract or releasing the Subcontractor from any liability hereunder or from any damages caused by Subcontractor's failure to perform. (c) In the event of a default by the Subcontractor under this Subcontract, all sums and obligations owing to the Contractor by the Subcontractor in any right or capacity, whether under this Subcontract or otherwise, immediately shall become due and payable to the Contractor. (d) In the event the Contractor does not terminate this Subcontract, but assents to delayed completion of the work by the Subcontractor, such assent shall not be construed as a waiver of the Subcontractor's obligation to reimburse the Contractor for any costs, damages, or expenses incurred as a result of such delay; and all such costs, damages, and expenses shall be paid or reimbursed to Contractor upon demand. (e) In the event that Contractor wrongfully exercises any of its rights under this Article 7, Subcontractor's sole and exclusive remedy shall be payment of the Subcontract Amount for the portion of the Subcontract performed by Subcontractor, and Subcontractor hereby waives any and all other rights, claims and remedies under this Subcontract and/or at law. ARTICLE 8. RELEASES OF CLAIMS AND WAIVER OF LIENS -- Subcontractor agrees to provide to Contractor, and to provide and obtain from its subcontractors and suppliers of all tiers, executed releases of claims and/or waivers of liens and lien rights in the form required by Contractor and at such times as may be requested by Contractor. Subcontractor shall hold all monies paid by Contractor in trust for the payment of lower tier subcontractors and suppliers, promptly apply all payments made hereunder to Subcontractor's cost for labor and materials for the Project, and shall further take any and all necessary actions to keep the Project free and clear of all claims for liens and any and all claims against Contractor or Owner or any bonds posted by either of them in connection with the Project. In the event that any person furnishing labor or materials to the Subcontractor files a notice of intent to place a lien on the Project or files a lien on the Project or files a notice of claim or makes a claim against the Contractor or Owner or any bonds posted by either of them in connection with the Project, Subcontractor shall promptly but in no event later than any time required for a release bond to be posted under the General Contract take all necessary steps to have such notice or lien or claim withdrawn, including, if requested by Contractor, the posting of a bond. In the event that Subcontractor does not fulfill its obligations under this Article 8, Contractor may take all actions which it deems reasonable or necessary to protect the Project from liens and claims and the costs of any such actions including the cost of posting a release bond and attorney's fees, shall be deducted from amounts payable by Contractor to Subcontractor under this Agreement or any other agreement or circumstance. Subcontractor shall remain liable in the event that monies payable to it are insufficient to pay any damages or expenses arising from such liens. ARTICLE 9. MISCELLANEOUS -- (a) The Subcontractor shall not sublet, assign or transfer this Subcontract or any part thereof, or the money due or to become due under it, without the written consent of Contractor; and any assignment or transfer without such consent shall be void. Subcontractor hereby assigns to Contractor, upon termination of this Subcontract for any reason prior to its complete performance, all of subcontractor's rights in and to any agreements or purchase orders for labor or materials, equipment or services related to the Project, as well as any shop drawings, plans, specifications, or other documents prepared by or on behalf of the Subcontractor and such assignment shall create no rights in any other person unless accepted by Contractor. Contractor may assign this Subcontract, including but not limited to the Owner, the Owner's lender, or other entities as required by the Owner, to another contractor upon termination of the General Contract, or to any other persons or entities as required by the General Contract. (b) The Subcontractor shall not cause any unnecessary interference with or delay to the Contractor or to other subcontractors on said Project and shall repair promptly and be responsible for all damage done to the work of the Contractor or other subcontractors by Subcontractor, its agents, employees, subcontractors, or suppliers. Subcontractor shall be directly responsible to the Contractor or other subcontractors whose work is so damaged. The Contractor shall be responsible to the Subcontractor for physical damage to Subcontractor's work only if such damage is directly and proximately caused by the sole negligence of the Contractor. (c) The Subcontractor shall clean up and remove daily from the job site dirt, trash and debris arising from its work as directed by the Contractor. In the event the Subcontractor fails to clean up and remove such dirt, trash and debris, the Contractor may, at its discretion, arrange for the same at Subcontractor's expense. (d) To the fullest extent permitted by applicable law, Subcontractor agrees to defend, indemnify and hold harmless the Contractor and/or Owner, their officers, directors, agents and employees, from and against any and all claims, suits, liens, judgments, damages, losses and expenses, including, but not limited to, attorney's fees, arising in whole or in part and in any manner from the acts or omissions of the Subcontractor, its officers, directors, agents, employees or subcontractors, in the performance of this Contract, regardless of whether such lien, claim, suit, judgment damage, loss or expense is caused in part by a party indemnified hereunder. Nothing herein shall be construed to require Subcontractor to indemnify Contractor and Owner and/or their respective officers, directors, agents and employees from the sole SC5 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 negligence of Contractor or Owner, and/or their respective officers, directors, agents and employees. The Subcontractor shall defend and bear all costs of defending any actions or proceedings brought against the Contractor and/or Owner, their officers, directors, agents and employees, arising in whole or in part out of any such acts or omissions, provided, however, that the Contractor and/or Owner shall have the right to approve counsel to conduct such defense. Nothing herein shall be construed to create an indemnity obligation prohibited by applicable law or to waive Subcontractor's rights against any other subcontractor or supplier which may have contributed to causing the injury or damage. In claims against any person or entity indemnified under this Section by an employee of the Subcontractor or Sub -Subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable, the indemnification obligation under this Section shall not be limited by a limitation in amount or types of damages, compensation or benefits payable by or for the Subcontractor or Sub -Subcontractors under workers compensation acts, disability benefits, acts or other employee benefit acts. (e) Subcontractor acknowledges that, before executing this Agreement, it has carefully examined this Agreement, the Contract Documents and the Project site, has made such investigation of the Work required to be done and the material required to be furnished and, based upon such examination and investigation, Subcontractor represents that it fully understands and can perform all requirements of the Contract Documents. (f) With regard to the subject matter of this Subcontract: (1) Subcontractor shall have no greater rights and/or remedies against Contractor with respect to any matter (including, but not limited to, omissions, alterations, extra work and additional compensation) than Contractor has against Owner pursuant to the Contract Documents; (2) Subcontractor assumes all obligations, duties and responsibilities by which Contractor is bound to Owner pursuant to the Contract Documents; (3) Subcontractor shall be bound to Contractor to the same extent that Contractor is bound to Owner by all of the terms, provisions and conditions set forth in the Contract Documents; and (4) Owner shall have all rights and remedies against Subcontractor that Owner has against Contractor pursuant to the Contract Documents. (g) The Contractor shall have the right at any time, and for any or no reason, including for convenience, to terminate this Subcontract and require the Subcontractor to cease work thereon. The Subcontractor, in such event, shall be entitled to further payment only as provided in Article 5. The Subcontractor agrees to be bound by any and all provisions in the General Contract respecting renegotiation as well as termination for any reason. (h) Subcontractor agrees to clearly note on each payment check to, and related invoice of, its subcontractors and material suppliers which exceed One Thousand Dollars ($1,000.00), as being for work or materials provided pursuant to this Agreement for this Project, by name, all to be subject to Contractor's inspection upon request. Subcontractor also agrees to submit promptly to Contractor, upon request, the name, address and telephone number of each subcontractor or supplier of any tier, to Subcontractor for labor, materials, or equipment used on this Project. Contractor may contact any such subcontractors and suppliers and Subcontractor authorizes them to provide Contractor with any requested information (i) The Subcontractor warrants its workmanship and materials furnished against any defects, faults or damages arising therefrom during the period of construction and for a period of one year from the date of final completion of the Project (or for such longer period of time as may be required herein or by the Contract Documents). The Subcontractor shall remedy such defective workmanship, material, or damages at the request of the Contractor, at times convenient to the Owner, and to the satisfaction of Owner, Architect and Contractor. 0) Subcontractor shall comply with all applicable federal, state, and local laws and regulations by which it is bound and shall perform this Subcontract in strict conformity with applicable laws, codes, ordinances, rules, regulations and requirements of Federal, State, County and Municipal authorities and of the National Board of Fire Underwriters and any local fire Underwriters and any local fire insurance exchange now or hereafter in effect. In the event of any discrepancy between the present requirements of such laws or authorities and the provisions of this Subcontract, the former shall govern, and the Subcontractor shall perform the work as required thereby at no extra cost. Should the Subcontractor incur additional costs because of any future change in such requirements, additional compensation therefor shall be subject to Articles 5 and 6 hereof. If the Subcontractor performs any work or is otherwise in violation of any such laws, codes, ordinances, rules, regulations or requirements, it shall bear all costs arising or resulting therefrom. Where applicable, this contractor and subcontractor shall abide by the requirements of 41 CFR §§ 60-1.4(a), 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities, and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity, or national origin. Moreover, these regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability. (k) Subcontractor shall be represented on the job site during the course of its work by qualified, full-time supervisors acceptable to Contractor. The Contractor shall have the right to require at any or all progress meetings, whether called by the Owner, the Contractor, or others, the presence of a representative of the Subcontractor authorized to act in its behalf. All work hereunder shall be performed by persons well qualified and experienced in the kind of work to be performed and licensed as required by law. Subcontractor shall enforce discipline and good order among its employees, suppliers, and subcontractors engaged in the work. Contractor may require Subcontractor to remove from the project any such employees, suppliers, or subcontractors or others employed on the work that Contractor may deem incompetent, improper, or a hindrance to progress of any work on the Project, whereupon any such employee, supplier, or subcontractor shall be so removed and shall not again be employed on any part of the work without written consent of the Contractor. (1) The Subcontractor agrees that it shall not engage in discriminatory employment practices in violation of any Federal, State, or local law, or Owner requirements regarding employment discrimination, including any order or regulation of any agency authorized to enforce any such law. To the extent applicable, the Subcontractor agrees to comply with Title VII of the Civil Rights Act of 1964, Executive Order 11246, and all additional orders, regulations, amendments, etc., pertaining thereto, including certification of non -segregated facilities. The Subcontractor agrees to furnish such additional information, certifications, and policies as may be required by the Contract Documents. The Subcontractor agrees to comply with all applicable rules, regulations and relevant orders of the Secretary of Labor issued pursuant to the Rehabilitation Act of 1973, the Vietnam Era Veterans Readjustment Assistance Act of 1974, and the Americans With Disabilities Act of 1990. If applicable to the work under this Subcontract, Subcontractor shall comply with the SC6 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 requirements of Executive Order 13496 and 29 C.F.R. 471, Appendix A, and the employee notice set forth therein is incorporated by reference into this Subcontract. (m) Subcontractor shall comply with all applicable federal, state and local laws, regulations and orders relating to occupational safety and health, and related procedures established by Contractor and shall, to the extent permitted by law, indemnify and hold Contractor and Owner, their directors, officers, agents and employees, harmless from any and all liability, public or private, penalties, contractual or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, claims or judgments resulting from a claim filed by anyone in connection with the aforementioned acts, or any rule, regulation or order promulgated thereunder, arising out of this Agreement or any subcontract hereunder. Subcontractor further agrees in the event of a claim of violation of any such laws, regulations, orders or procedures arising out of or in any way connected with the performance of this Agreement, Contractor may immediately take whatever action is deemed necessary by Contractor to remedy the claim of violation. Any and all costs or expenses paid or incurred by Contractor in taking such action shall be borne by Subcontractor, and may be deducted by Contractor from any payments due Subcontractor. Subcontractor shall have the primary responsibility to safeguard and protect its employees on the Project from injuries as well as any other persons or property which could be affected by Subcontractor's operations on the Project. In addition but not in substitution for Subcontractor's primary responsibility for safety, the Subcontractor agrees to (1) comply with all safety rules and regulations and work practices and procedures established by the Contractor and/or the Owner; (2) take all necessary steps to promote safety and health on the job site; (3) cooperate with Contractor and other contractors in preventing and eliminating safety and health hazards; (4) train, instruct and provide adequate supervision to assure that its employees are aware of, and comply with, applicable Federal and State safety and health laws, standards, regulations and rules, safe and healthful work practices and all applicable safety rules, regulations, and work practices and procedures of the Contractor; (5) not create any hazards or expose any of its employees, employees of the Contractor or employees of Subcontractors to any hazards; (6) immediately abate all hazards within its control regardless of whether it created such hazard; and (7) where the Subcontractor is aware of the existence of a hazard not within its control, notify the Contractor of the hazard as well as warn exposed persons to avoid the hazard. (n) In the event of variations, conflicts, ambiguities or inconsistencies between or among the terms, provisions or conditions of this Subcontract and any other Contract Documents, the terms, provisions and conditions which grant greater rights or remedies to Contractor or impose higher standards with regard to the obligations, responsibilities and scope of work of the Subcontractor shall control. Notwithstanding any other provisions of this Subcontract or of the Contract Documents, no provision hereof shall be construed to permit Subcontractor to pursue against the Contractor rights and remedies available to the Owner against the Contractor in the General Contract unless such rights and remedies are specifically and explicitly made available to the Subcontractor herein. In particular, disputes hereunder shall not be resolved by arbitration, but rather shall be resolved by litigation unless Contractor directs Subcontractor in writing to arbitrate a specific dispute. In the event that arbitration is provided in the General Contract for disputes between Owner and Contractor or Contractor otherwise chooses, at its sole discretion to submit a matter to arbitration, Subcontractor agrees, upon request of Contractor, to submit any disputes as determined by Contractor in its sole discretion, to arbitration and, if necessary, consolidation of said disputes with any arbitration or administrative proceedings between Contractor and Owner or any other party. (o) The Subcontractor agrees to provide and furnish prior to commencing work, certificates in duplicate of insurance covering its work under this Contract for Worker's Compensation, General Liability Insurance to include Bodily Injury and Property Damage Insurance, and other insurance with limits and coverages as set forth in the Contract Documents or in Exhibit A attached hereto, whichever is greater. All policies of insurance shall be in "occurrence" form and with companies and in amounts acceptable to the Contractor, and shall not be subject to modifications or cancellation during the terms of the work hereunder without thirty (30) days prior written notice to the Contractor by certified or registered mail. Subcontractor will not change or terminate said policies without the written consent of the Contractor. The Subcontractor accepts exclusive liability for contribution tax or premiums for Unemployment Compensation, Social Security, Withholding Tax and Worker's Compensation. (p) The Subcontractor agrees to furnish a bond guaranteeing its performance of this Subcontract, and the payment of its subcontractors and suppliers, if so requested by the Contractor, in amount and form and with such surety as are acceptable to the Contractor. The cost of the bond shall be paid by Subcontractor unless otherwise provided herein. Subcontractor shall be deemed not to have provided a bond meeting the requirements of this Subcontract in the event that the bond is conditioned upon the payment of monies due Subcontractor hereunder to an escrow agent or other third party who will disburse payment to subcontractors, material suppliers or other creditors of the Subcontractor. (q) The Subcontractor understands and agrees that it shall not deal directly with representatives of the Owner, but shall handle all matters connected with this Subcontract, the work, or the furnishing of the materials or payment therefor, exclusively through the Contractor, unless otherwise directed in writing by the Contractor. (r) This Subcontract shall be governed by the laws of the State of Maryland, without regard to principles of conflict of laws. Any action or suit arising hereunder shall be brought in the jurisdiction where Contractor's principal office is located without regard to principles of conflict of laws or forum non conveniens. In the event of litigation between them, Contractor and Subcontractor waive trial by jury. If requested by Contractor, Subcontractor agrees to submit any dispute under this Subcontract to arbitration under the Construction Industry Rules of the American Arbitration Association, or pursuant to any Arbitration procedure and rules governing the General Contract, if any. (s) Neither party hereto may waive or release any of its rights under this Agreement, except in writing. The waiver by either party hereto of any breach of any provision of this Subcontract shall not be construed as, or constitute, a continuing waiver, or a waiver of any other breach of any provision of this Subcontract. (t) If any provision of this Agreement is held by a Court of competent jurisdiction or arbitrator(s) to be invalid or unenforceable, whether in whole or in part, such provision shall be ineffective only to that extent without invalidating or rendering unenforceable any valid portions of the provision and/or any other provision of this Subcontract. (u) The Parties agree that they have both had the opportunity to obtain the assistance of counsel in reviewing the terms of this Subcontract prior to execution, and as such this Subcontract shall be construed neither against nor or in favor of either party, but shall be construed in a neutral manner. (v) Owner shall be considered a third party beneficiary of all of Contractor's rights under the Subcontract, but not the obligations. Subcontractor shall have no rights or claims directly against Owner except to the extent of any mechanic's lien rights available by statute. All other legal or equitable claims by Subcontractor, including claims against Owner of quantum meruit or unjust enrichment, are hereby waived and released. This Subcontract and the exhibits attached hereto SC7 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 and incorporated by reference herein contain the entire agreement of the parties with respect to the subject matter of this Agreement, and supersede all prior negotiations, agreements and understandings with respect thereto. This Subcontract may be amended only in writing signed by both Contractor and Subcontractor. ARTICLE 10. SUBCONTRACT AMOUNT —The Contractor agrees to pay the Subcontractor for the performance of its work hereunder the following sum or sums, which shall unless otherwise specified, include all taxes, insurance premiums, charges for permits and all other fees and charges, and shall be firm and binding on the Subcontractor for the work and not conditioned upon a firm completion date or on any labor increases or material escalation costs which might occur during the course of construction: Forty -Six Thousand Six Hundred Twentv-Four ($46.624.00) Percentage fees for overhead and profit for extra work, subject to the provisions of Article 6 hereof, shall be: 10% for work performed by Subcontractor's own forces and 5% for work performed by its subcontractors and suppliers. Sub - subcontractor shall likewise be entitled to 10% for work performed by their own forces and 5% for work performed by their subcontractors and suppliers. No fee will be allowed on overtime premiums. Such percentages include all office overhead and supervision above the foreman level. ARTICLE 11. CONTRACT ALTERATIONS AND OMISSIONS —Any terms and conditions, to the extent inserted or added as part of an exhibit hereto by Contractor into this Subcontract, are hereby acknowledged by both parties to form a part of this Subcontract. In the event any terms and conditions are inserted or added as part of an exhibit hereto by Subcontractor, such terms and conditions shall only become part of this Subcontract if, and only if, each such term or condition is initialed by both Parties. In the event of conflict between any such properly added terms and conditions, and the standard terms in this Subcontract, the added terms and conditions shall prevail. In the event any such changes to this Subcontract form, including alterations and omissions noted thereon, are inconsistent with the requirements of the second sentence of Article 3(a), the requirements of the second sentence of Article 3 (a) shall prevail in all respects. [SIGNATURES ON FOLLOWING PAGE] SC8 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. SUBCONTRACTOR: Brown Excavating Company, Inc. CONTRACTOR: THE WHITING -TURNER CONTRACTING COMPANY BY: l,�_ K BY: SIGNATURE SIGNATURE Brian Brown Michael Kersey PRINTED NAME PRINTED NAME President TITLE 5/4/2023 DATE: DgDBign4a by: WITNESS: �j Y Vh P �-184FBE9825FA494... SC9 Division vice President TITLE DATE: 5/8/2023 D Sig— by: WITNESS: r D"e C8874739E3CE418 . Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 LIST OF EXHIBITS The Exhibits listed below are hereby incorporated into this Subcontract: Exhibit A — Insurance Exhibit B — Scope of Work Exhibit C — EEO Letter Exhibit D — Contractor/Subcontractor EH&S Manual Exhibit E — Project -Specific Quality Management Plan Exhibit F — Subcontractor Plan for COVID-19 Exhibit G - Contract Documents - Drawing & Spec Log Exhibit H - Project Schedule Exhibit I - Addendum to Subcontract for Texas Projects Exhibit J - Site Specific Safety Plan Exhibit K - WT Utility Location/Avoidance Policy (Revised 1/2/19) Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 EXHIBIT A INSURANCE GENERAL INSURANCE REOUIREMENTS Prior to commencement of any work on the Project, Subcontractor shall, at its own expense, maintain, during the term of this Subcontract and any extensions thereof, the following insurance in the forms and with limits to satisfy both the requirements listed on this Exhibit A and those specified by the Subcontract and/or any other applicable Contract Documents. All insurance policies must be from insurers authorized to conduct business within the state(s) where the project is located. The insurance companies must also have a Best's Rating of at least "A-" and a financial size of "Class VII" or better. Subcontractor shall disclose and shall be responsible for payment of any deductibles or self -insured retention under these policies. No self -insured retentions shall be allowed under any of Subcontractor's policies without prior written consent of Contractor. Failure to adhere to these requirements shall constitute a material breach of the Subcontract. Any limit of insurance listed in this Section shall serve as only a minimum limit requirement of coverage. It is understood and agreed that this Exhibit shall in no way limit Subcontract's liability to any dollar value or insurance coverage limits stated herein. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE This insurance will pay the subcontractor's obligations under appropriate worker's compensation statutes, including federal benefits under the U.S. Longshore and Harbor Workers Compensation Act, the Federal Employers' Liability Act and the Jones Act, covering all employees who perform any of the obligations of the Subcontractor under this Subcontract. The Workers Compensation Insurance shall be carried with statutory limits compliant with the relevant legislation of the state(s) where any of Subcontractors operations or work are being performed for the Project. Employers liability coverage shall provide limits of at least $500,000 each accident for bodily injury and $500,000 each employee for disease. The policy limit for disease shall be at least $500,000. For Connecticut projects, Subcontractor hereby agrees that Whiting -Turner is reimbursing Subcontractor a sufficient amount as payment for the Workers Compensation Premium for its workers on this Project. COMMERCIAL GENERAL LIABILITY INSURANCE This insurance must be written on Standard ISO CGL Form CG 00 01 (or any equivalent form) on an "occurrence" basis, responding to claims arising out of occurrences which take place during the policy period. The commercial general liability coverage limits shall be the maximum limits available under the policy, but in no event less than, the following: $1,000,000 each occurrence for bodily injury and property damage $1,000,000 each incident for personal and advertising injury $2,000,000 products -completed operations aggregate $2,000,000 general aggregate $100,000 fire legal liability $10,000 medical expense The general aggregate limit shall apply separately to each project. The products and completed operations coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. The Whiting -Turner Contracting Company is to be included as an additional insured. The contractual liability coverage shall include protection for the Subcontractor from general liability claims arising out of the liability assumed under the indemnification provisions of the Subcontract without exclusion or limitation for work subcontracted by Subcontractor, to any tier. There shall be no exclusion or limitation for liability arising out of explosion, collapse and underground hazards (XCU) or subsidence, if the scope of subcontractor's work involves digging, excavation, grading, or use of explosives. There shall be no exclusion or limitation for residential work if such work is part of the scope of the Subcontract. If the scope of Subcontractor's work could cause or contribute to water intrusion or the development of "mold", "fungi" or "bacteria", including but not limited to work that involves exterior insulated finish systems (EIFS), the construction of the building envelope (skin, windows, waterproofing, roofing, flashings, etc.), fire suppression, plumbing systems or HVAC systems, the Subcontractor's general liability policy shall not contain any exclusion for such exposures. If Subcontractor's general liability policy excludes such coverage, and this coverage cannot be added by endorsement, then Subcontractor is required to carry separate Pollution Liability Insurance with mold specifically included as a covered loss. The commercial liability coverage, including any umbrella excess, shall include faulty workmanship as a trigger of occurrence. In any state where faulty workmanship is not considered a trigger of occurrence, including Pennsylvania, Ohio and Kentucky, any insurance policy which provides that it is governed by the laws of such states shall not be acceptable, unless an endorsement is provided that expressly includes faulty workmanship in the definition of occurrence. Umbrella excess must be endorsed with similar language to ensure follow form coverage of primary insurance. (Exhibit Revised 3/2022) Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 BUSINESS AUTOMOBILE LIABILITY INSURANCE This insurance shall apply to any auto, including all owned, hired and non -owned vehicles, to a combined single limit of at least $1,000,000 each accident. For those subcontractors subject to the Motor Carrier Act of 1980, the Motor Carrier Act endorsement # MCS-90 should be attached to the policy, with a primary limit of at least $1,000,000 each accident. Any statutorily required "No -Fault" benefits and uninsured/underinsured motorists' coverage should be included. Any deductible under this policy must be disclosed and will be fully assumed by the subcontractor. UMBRELLA EXCESS LIABILITY INSURANCE This insurance must provide coverage in excess of the limits of employers' liability, commercial general liability and business automobile liability. The umbrella coverage limits shall be the maximum limits available under the policy which shall be at least $5.000.000 each occurrence and a $5,000,000 aggregate and include coverage as broad as the primary insurance. Umbrella excess must be endorsed with primary non -contribution language to ensure follow form coverage of primary insurance. PROOF OF INSURANCE/ENORS$MENTS/ADDITIONAL INSURE REOUIREMENTS Prior to commencing workand throughout the Subcontract term an any extensions thereof, as a material term of the Subcontract, Subcontractor shall provide Whiting -Turner with certificates of insurance using the ACORD form or its equivalent executed by a duly authorized representative of each insurer and with copies of any necessary riders or endorsements attached. Such riders and endorsements shall be in a form reasonably acceptable to Whiting -Turner, evidencing that Subcontractor's insurance coverage is in compliance with the insurance requirements set forth in this Exhibit A and in the Contract Documents. All insurance policies shall be endorsed to provide at least 30 days prior written notice to Whiting -Turner of cancellation or non -renewal of any insurance provided pursuant to this Exhibit A or at least 10 days notice of cancellation due to non-payment of premiums. Whiting -Turner, the Owner and other entities as required by the Contract Documents or otherwise required by Owner or Contractor shall be named as an additional insured under the Commercial General Liability, Auto Liability and Umbrella Excess Liability policies of insurance, and special policies listed below if applicable, per standard ISO endorsement forms 2010 (10/01) for Ongoing Operations and endorsement form 2037 (10/01) for Products/Completed Operations, if available, or otherwise per standard ISO endorsement forms 2010 (07/04) for Ongoing Operations and 2037 (07/04) for Products/Completed Operations, or equivalent. Coverage's shall be maintained by Subcontractor for itself and for the additional insureds for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. Such insurance shall include cross -liability coverage as provided under standard ISO forms separation of insured clause. It is expressly agreed and understood by and between Subcontractor and Whiting -Turner that the insurance afforded the additional insureds shall be the primary insurance and that any other insurance carried by Whiting -Turner shall be excess of all other insurance carried by the Subcontractor and shall not contribute with the Subcontractor's insurance. Subcontractor further agrees to provide endorsements on its insurance policies as required to comply with these requirements. Subcontractor further agrees to include, to the fullest extent permitted by applicable law, the following language on its insurance certificate to acknowledge compliance with these requirements; however, Subcontractor's failure to provide such endorsements or acknowledgement shall not affect Subcontractor's agreement hereunder: "Whiting -Turner, the Owner,[insert the names of additional insured entities] and other entities as required by the Contract Documents or otherwise required by Owner or Contractor are Additional Insured's under the primary and umbrella excess liability insurance policies on a primary and non-contributory basis for Ongoing Operations and for Completed Operations and such coverage shall comply with the provisions ofstandard ISO endorsement forms. A Waiver of Subrogation in favor of the above listed parties shall apply to the primary and umbrella excess policies required under this Subcontract. Additional Insured's shall be provided at least 30 days prior notice of cancellation or non -renewal, or at least 10 days notice of cancellation due to non-payment. " In the event applicable State law prohibits any of the above language from being included in Certificates of Insurance, Subcontractor shall provide a Certificate of Insurance reflecting coverage provided in policies for Additional Insured status for ongoing and product completed operations, Waivers of Subrogation, and a 30 day cancellation notice. The Certificate of Insurance shall contain wording from the policies and endorsements verifying the foregoing are covered by the policies and endorsements. Notwithstanding any other provisions to the contrary herein or in the Subcontract, the additional insured obligations herein are independent obligations from any indemnity obligations under the Subcontract, such that in the event any or all of the indemnity obligations under the Subcontract are determined to be void or otherwise unenforceable, the additional insured obligations shall remain in full force and effect. WAIVER OF SUBROGATION Subcontractor hereby waives all rights of subrogation against Owner, Whiting -Turner, the Architect and its consultants, and any of Subcontractor's sub -contractors and consultants, and their respective trustees, directors, officers, employees and agents for recovery of damages to the extent those damages are covered by any insurance policies the Subcontractor is required to maintain as set forth herein. Subcontractor agrees to obtain, at its own cost, and deliver to Whiting -Turner copies of any endorsements necessary to provide such a waiver under the applicable insurance coverage. Umbrella excess must be endorsed with waivers of subrogation language to ensure follow form coverage of primary insurance. SPECIAL COVERAGE — IF APPLICABLE SC12 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 1. Pollution Liability — If the scope of services or work under this Subcontract could result in a potential environmental hazard, including but not limited to, transportation, handling, storage or abatement of hazardous substances, or involve work such as demolition, earthwork, or utilities that could result in a potential environmental exposure, Subcontractor shall purchase and maintain Pollution Liability Insurance which shall be on an occurrence basis with a limit as required by contractor, which shall be the maximum limits available under the policy, but in no event less than $2,000,000 per claim. The coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. If Subcontractor can only provide this insurance on a "claims made" basis, such policy shall include a retroactive date prior to the initiation of any work and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 2. Blasting — If the scope of the Subcontractor's work involves any blasting operations, Subcontractor agrees to provide specific evidence, to the satisfaction of Contractor, that the insurance policy covers such operations. 3. Professional Liability — If the scope of Subcontractor's work involves the performance of any delegated design, design assist, or design services (including but not limited to architecture, engineering, landscape architecture, surveying, construction management, environmental consulting, testing, rigging, shoring or fastening) performed by or on Subcontractor's behalf, Subcontractor and any design subcontractors/consultants/vendors working under the Subcontractor shall each maintain Professional Liability coverage with limits as required by the Contract Documents which shall not be less than $2,000,000 per claim or the value of the Subcontract, whichever is greater. If Professional Liability coverage is provided on a "claims made" basis, the policy shall include a retroactive date prior to commencement of services and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 4. Aircraft Liability Insurance — If the Subcontractor or any lower tier subcontractor/vendor uses any type of owned, leased, chartered or hired "manned" aircraft on the Project, Subcontractor shall provide Aviation insurance with minimum limits of IOM per occurrence; Any subcontractor or lower tier SubcontractorNendor using Drones on the Project shall provide Unmanned Aircraft Liability coverage with minimum limits of I per occurrence; All such policies shall name Contractor as an Additional Insured and provide a Waiver of Subrogation in favor of Contractor. 5. Cyber Insurance - If the Contract Documents require the Contractor or its Subcontractors to provide Cyber Insurance and/or if Subcontractor's scope of work involves Building Information Systems, Security/Access Control Systems or Data Systems, Subcontractor shall maintain Cyber Insurance of the types and limits required by the Contract Documents, which shall not be less than the following coverage: $2M in Information Security & Privacy Liability, Regulatory Defense & Penalties, Media Content Liability (infringement of intellectual property, including but not limited to infringement of copyright, trademark, and trade dress, and invasion of privacy violations), Privacy and Breach Notification Costs, including credit monitoring services, Extortion & Ransomware, including digital/virtual currency; and $IOOK in Social Engineering Fraud. SC13 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT B GENERAL SCOPE OF WORK The intent of this subcontract is that all work is to be performed as required to provide an end result as shown by the contract documents. It is the responsibility of this subcontractor to carefully examine existing conditions in conjunction with the contract documents to ascertain the entire scope of work. No additional compensation will be allowed for the interface and/ or coordination of this work with existing conditions that are apparent or reasonably inferable at time of bid. The work shall generally include, but is not limited to the following: I. GENERAL SCOPE 1. Project Delays Subcontractor recognizes that the Owner may delay the construction of any portion of work. In the event that a portion of Work is delayed, there shall be no reason for additional cost, provided the Subcontractor has been provided adequate duration for the work in accordance with original scheduled duration for the work. 2. General Requirements The General Requirements for this project are included in the specifications. Refer to this document for additional information regarding overall project coordination and requirements of this subcontract. 3. Field Offices and Storage a. Subcontractor field offices, storage areas, parking etc. shall be designated by Whiting -Turner. Each subcontractor will provide their own temporary utilities from a central distribution system provided by Whiting -Turner. Each Subcontractor will be responsible for providing and payment for their own services. b. Subcontractors may be required to submit for "Occupancy and Use" permits for all temporary construction trailers and storage containers used on this project. Any and all cost associated with said permit is the subcontractor's responsibility. c. Provide storage of all materials, tools and equipment used or stored on project site. Due to lack of staging area, only trades approved by Whiting -Turner in advanced may store material on -site prior to installation. Subcontractors are to deliver material in a sufficient quantity to support the schedule. Coordinate all deliveries appropriately and relocate materials as necessary so as not to delay progress of other trades. Whiting -Turner will not provide security of Subcontractor's equipment and supplies. d. Subcontractor is responsible for delivery, set up and removal of field offices and storage units. 4. Site Access, Staging and Deliveries a. Access to the construction site will be limited to assigned locations. b. Subcontractor acknowledges that he has visited the site and is fully aware of site conditions, staging area, access, and parking availability. Subcontractor is also aware that Whiting -Turner will provide no security other than a fenced staging area. c. Subcontractor is aware of and has accounted for the laydown/ staging areas being "remote" from the immediate hoisting area. Additionally, Subcontractor is aware and has accounted for hauling of some or all of the materials from the staging area to the hoisting area. d. Deliveries and storage of materials shall be coordinated with Whiting -Turner Superintendent. All deliveries shall enter the building at phase and area specific entry points only, as designated by Whiting -Turner. All deliveries, staging, and storage shall be as specifically approved in advance by Whiting -Turner, and shall not disrupt site activities or obstruct required site exit and loading areas. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 e. Subcontractor owns all freight, delivery and off-loading of material and equipment deliveries. 5. Temporary Utilities a. Temporary Power: Electrical Subcontractor b. Temporary Water: From site hydrants or designated locations in the building c. Temporary Lighting: Electrical Subcontractor for general lighting, task -specific lighting is by the subcontractor needing additional lighting 6. Building Permits Whiting -Turner will pay for and obtain general building permits for the general construction. Any trade specific permits, fees and licenses required for the work will be the responsibility of the appropriate Subcontractor. Copies of these documents will be provided to Whiting -Turner. 7. Personnel Subcontractor may be required to provide an organization chart detailing the proposed structure of key personnel (including resumes) for the project. Subcontractor is to provide a full-time, on -site English speaking superintendent. 8. Contract Documents a. Subcontractor will be provided access to electronic copies of the drawings and specifications with contract award, if requested. Any additional sets and hard copies must be purchased by Subcontractor. b. Subcontractor acknowledges receipt of all documents associated with this contract (listed under Project Documents). 9. Submittals a. Subcontractor shall provide all submittals, coordination drawings, shop drawings, pertinent manufacturer's data, mock-ups, samples, as-builts, etc. required to complete the work as specified by the contract documents. Submittals shall be coordinated to allow ample time for review, approval, fabrication and delivery prior to and in accordance with the construction schedule. b. All construction documents, reports, drawings, sketches, and related shop drawings should contain elevations which are referenced to the Contract Documents 10. Material Safety Data Sheets Subcontractor shall provide and maintain MSDS (Material Safety Data Sheets) for all known hazardous substances brought onto the site by your personnel, subcontractors and material suppliers. 11. Long -Lead Items a. Upon receipt of this agreement, Subcontractor will verify availability including delivery lead-time of all materials and immediately notify Whiting -Turner of any potential delays to the project schedule. b. Subcontractors responsible for procuring long lead items are required to submit and regularly update a "material expediting" list indicating each items manufacturer, sales representative (including phone numbers), lead times, required shop drawing submittal and approval dates, manufacturer order/job numbers, etc. necessary to monitor the procurement of long lead items. 12. As -Built Drawings a. Maintain one (1) AS -BUILT set of Contract and Shop Drawings. These must be kept up-to-date during the course of the project. Whiting -Turner reserves the right to check these drawings each month as a prerequisite for payment. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 b. Subcontractor shall update as-builts when changes are made through the approval process, change orders are issued, detailing corrections, or supplemental information or clarifications by the Architect are made. The intent is that at project completion, the as -built set is accurate of the final installation. 13. Shut -Downs and Tie -Ins Utility shutdowns and tie-ins must be scheduled with Whiting -Turner. 14. Clean -Up a. Subcontractors will be required to assist in cleaning and removal of any mud, dirt, dust, and/or debris tracked onto private and/or public roadways during construction operations or deliveries while they are working on site. Subcontractor shall be fully responsible for any mud or dirt tracked on public roads directly caused by their equipment. b. A job dumpster will be provided by Whiting -Turner unless noted otherwise in the Specific Scope of Work. Subcontractor shall perform daily and final clean-up of debris for all work performed under this contract. This clean-up shall be performed often enough to maintain the area of work in a clean and safe condition at all times and to ensure no other trades are hampered by debris. Excess materials shall not be allowed to accumulate. Subcontractor is responsible for removal of all trash, debris and excess materials to dumpsters (provided by others, unless noted otherwise herein) on a daily basis or as directed by Whiting -Turner's superintendent. Should Subcontractor fail to clean work areas on a daily basis this shall constitute immediate default of contract and area will be cleaned by alternate methods by Whiting -Turner forwarding all costs back to Subcontractor. Should area be occupied by multiple subcontractors they shall share in the costs based on manpower on project site. d. Suitable measures to control dust, mud and noise are the responsibility of this subcontractor (including street sweeping as required) for this scope of work. 15. Excess Spoils All excess spoils generated by this subcontractor and by this scope of work are the responsibility of this Subcontractor and are to be hauled off -site, unless directed otherwise in writing. 16. Inspections a. Subcontractor is responsible for coordinating and scheduling all necessary testing and inspections directly with inspections agency or local authorities. A copy of all inspection reports must be forwarded to Whiting -Turner. Be advised that any failed inspections of work may result in payment of re -inspection fees by Subcontractor. b. An independent Testing and Inspection Agency for the geotechnical and structural related work will be provided by the Owner. Coordinating, scheduling and providing access for related inspections will be the Subcontractors responsibility. For additional Subcontractor requirements refer to the General Requirements. c. All materials and workmanship are subject to the inspection and approval by Whiting -Turner, the Owner and/or their agents. 17. Hoisting a. Provide all ladders, lifts, hoisting, cranes, rigging, scaffolding etc. required to perform the work under this agreement and maintain same in safe working condition. Whiting -Turner will not provide hoisting facilities. Whiting -Turner will assume no responsibility for materials received, unloaded and/or stored for or by the Subcontractor. Major deliveries shall be coordinated with Whiting -Turner at least 48 hours prior to arrival on the site. Items arriving without proper notification may be refused to the jobsite. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 b. All hoisting and scaffolding to be in accordance with O.S.H.A. regulations, local and state agencies. All materials delivered F.O.B. jobsite shall be off loaded by Subcontractor to a designated staging point. c. Subcontractor shall be responsible for any citations or fines associated with improper use or maintenance of such hoisting equipment. d. Subcontractor has visited the site and understands the logistical constraints with respect to hoisting of materials and equipment. 18. Safety a. Ensure a safe working environment for all employees on site. All work to be done in accordance with OSHA, local safety regulations and Whiting -Turner Safety Rules (See Project Administrative Documents). Subcontractor shall designate a full time employee at the site as a Safety Person" responsible for maintaining all safety requirements during the performance of the Work. b. Subcontractor shall be responsible for all safety barricades, temporary protection, etc. with work associated with this subcontract. Subcontractor shall specifically provide perimeter protection and/or fall protection to areas of work which falls can occur. (i.e. excavations, building edge, stair openings, elevator shafts and any other open penetrations where a safety hazard could exist). c. Safety meetings will be held weekly. All subcontractor's superintendents, foreman and employees are responsible for attendance or forwarding a copy of their safety meeting, if it is conducted weekly, while on site. Subcontractors are encouraged to hold individual safety meetings and forward a copy of the programs to Whiting -Turner. d. All on -site personnel are required to attend a Safety Orientation Meeting held at the Whiting -Turner jobsite office immediately upon mobilization. Subsequent to the orientation, any of the subcontractor's employees found in violation of any Whiting -Turner or OSHA safety rules, will be subject to a fine as set forth by Whiting -Turner during the Safety Orientation. Repeat violations may result in the Subcontractor's personnel's immediate removal from the Jobsite. e. All superintendents, foreman and safety personnel shall be OSHA 30 and First Aid/CPR certificated. f. Subcontractor shall submit a jobsite safety plan, MSDS sheets, and hazard analysis plan(s) for any work deemed necessary by Whiting -Turner prior to mobilization and the start of construction. 19. Payment a. Included herein (See Project Administrative Documents) are Application For Payment procedures which must be followed. Applications not submitted properly will be returned without payment. b. Subcontractor shall submit schedule of values for approval prior to issuance of first monthly pay application. This schedule of values will be used for progress billings. c. Original invoices are to be submitted by the 25th of each month for work completed through the 30"/31st. Invoices to be submitted on modified AIA G702 (WT-001) and G703 (WT-002) forms as attached. No fax copies will be accepted. d. Subcontractor is to submit partial lien releases from vendors/suppliers before pay applications will be processed (See Project Administrative Documents) or Contractor may issue joint checks. e. All submittals must be received by Contractor prior to acceptance and processing of the Pt pay application. f. Final payment will not be processed unless Whiting -Turner has received all warranty and close-out information required by the contract documents. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 20. Additional Work a. Subcontractor understands that there will be no compensation for extra work done without written authorization from Whiting -Turner. Subcontractor shall also proceed with additional work increasing the contract amount with written authorization from Whiting -Turner. b. Contractor shall have the right to order changes in the work including, without limitation, alterations, additions, deviations, or omissions from the work. The ordering of any such changes, regardless of their magnitude, shall in no way invalidate the Subcontract and such changes shall be governed by the terms of the Subcontract. c. In the event any portion of Work is deleted, it shall be deleted at the price indicated for that portion of Work. d. Subcontractor shall submit pricing for changes within five (5) days of receipt of the change request form (CR), unless mutually agreed upon otherwise. All pricing must be accompanied by a detailed breakdown of the costs. Non -response within the required time frame (5 days) will be considered as the Subcontractor's agreement to accept Contractor's assigned value for the change. e. All change issues are to be resolved monthly, prior to processing of monthly pay applications. 21. Change order Pricing and Processing Definitions: a. Overhead: Defined as any office labor, management labor, estimating, secretarial, accounting, etc. above working foreman. Materials considered overhead are items such as but not limited to copy machines, phones, fax machines and all items associated with office work. Overhead is not reimbursable as a separate line item and is included within the allowed "Overhead and Profit" percentage defined within the Subcontract Agreement. b. Profit: Defined as the fee for work performed, calculated as a percentage of the cost of work. No fee shall be attributed to overhead. c. Small tools (Value less than $300.00): Shall be considered overhead unless specific tasks require equipment / tools be purchased to accomplish such work at which time they will become property of the Owner. d. Insurance: Liability insurance, health insurance for office staff, automobile and equipment insurance, theft insurance, builder's risk insurance shall be considered overhead. e. Bond: Bond Cost shall be attributed to the change order pricing based on submitted bond rate at bid submission and contract award. 22. Material Status Report Subcontractor is to prepare and maintain a material status report for all material to be used on the project. The report shall include material item, supplier, purchase order number, telephone number, contact and a schedule for shop drawings, fabrication, and deliveries. Whiting -Turner reserves the right to check directly with suppliers on all items that are critical to the project schedule. This report is to be submitted with the monthly pay application as a condition of payment. 23. Insurance a. Prior to the commencement of work, subcontractor shall furnish a certificate of insurance naming "The Whiting -Turner Contracting Company; HCA Healthcare, Partnership Market Office" as additionally insured. The coverages shall meet or exceed those specified by the insurance requirements. Reference Exhibit A for insurance requirements. b. Additional Insured Endorsement included in Attachment A, must be submitted with the certificate of insurance, prior to the commencement of work. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 24. Progress Meetings Progress meetings will be held a minimum of once a week at our field office. All subcontractors (Field Superintendent or Foreman) are required to attend meetings to adequately control the flow of work. Minutes will be issued each week for the previous week. Attendance is mandatory when Subcontractor has work occurring within two weeks of scheduled meetings. 25. Daily Field Reports a. Submit Daily Field Reports providing manpower (i.e, names of each employee, hours of work, and areas of work) and construction progress information to the General Contractor's Field Superintendent. Daily Field Report forms will be supplied by the General Contractor. b. Field reports to be signed by the Subcontractor's Foreman for the project. 26. Surveying and Layout a. Whiting -Turner will provide initial property corners and benchmark elevations. Subcontractor is responsible for layout, field verification and engineering for work under this agreement. Any additional layout required shall be the responsibility of this Subcontractor. b. All field measurements and verification of existing conditions required to perform the work will be the responsibility of the Subcontractor, unless specifically noted otherwise in the specific scope of work. 27. Cost Escalation Include all wage and material escalation costs necessary to account for the project duration. 28. Coordination with other Trades Subcontractor is aware that other subcontractors will be working in close proximity. Subcontractor is responsible for cooperating and coordinating the work with other subcontractors to avoid unnecessary conflicts and delays. 29. Eating, Drinking, and Smoking Subcontractor's personnel will refrain from eating, drinking and smoking in all areas on the project except those specifically designated by Whiting -Turner for those purposes. 30. Schedule a. Subcontractor has reviewed the Project Schedule and agrees to adequately staff the job and/or work overtime, weekends and shift work to meet this schedule. All expediting of material required to meet this schedule is included in the contract. The schedule is a calendar day schedule and no extensions will be granted because of holidays and normal weather. Subcontractor is aware of interim milestone dates and will schedule its work and required inspections accordingly, allowing follow-up subcontractors or the Whiting -Turner's / Owner's forces adequate time to complete their work. b. Subcontractor shall submit, upon award of contract, manpower loading for all activities if requested by Whiting -Turner. These activities shall be broken down to day-to-day, week -to -week activities. c. Subcontractor, at no additional cost, shall work each Saturday as required to make up lost work day(s) due to inclement weather during the same week. d. Subcontractor agrees to perform work concurrently as required by the project phasing and schedule e. Subcontractor agrees that in the event that they fall behind and/or delay the schedule as identified by Whiting -Turner, they will provide additional manpower and/or overtime necessary to make up the schedule. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 31. Mobilizations Subcontractor acknowledges that part or all of the work of this subcontract will be done in many phases and may require multiple mobilizations and has accounted for same in the contract sum. 32. Maintenance of Traffic Provide all necessary maintenance of traffic as it pertains to this work. Maintenance of traffic shall meet or exceed all requirements of state and local authorities. Maintenance of traffic shall include, but not limited to, design, permits, all temporary signage (directional signs, danger signals, etc.) arrow boards, traffic barrels, cones, barricades, flagmen, etc. Removal of same at completion of work shall be the responsibility of this Subcontractor. 33. Marking of Underground Utilities Contact the local utility locating company and Private utility locating company as required prior to commencing any excavation work. 34. Wall Penetrations Core bores and wall penetrations as required to install this Work, including fire-safing, caulking and cosmetic refinishing as required. 35. Existing Facilities Subcontractor is aware of and has accounted for this project being located within an existing and operating facility. Additionally, Subcontractor is aware of the logistical challenges and constraints that this poses and has accounted for same in the contract sum. Subcontractor is warned that any damage to existing facilities, new construction, or appurtenances will result in backcharges for repairs. Subcontractor shall and will respect work done by others. 36. Completeness Subcontractor has reviewed and understands all civil, architectural, structural, mechanical, plumbing and electrical drawings with respect to this Subcontract and is responsible for all work on these drawings as they relate to this scope of work. 37. Warranty / Guarantee Subcontractor shall provide a Warranty to Contractor for the scope of work as required in the contract documents. Special and Extended Warranties as defined in the project specifications shall be provided as required. Warranties shall commence upon date of Substantial Completion and shall be "extended" if required to be used during construction. 38. Manufacturer Inspections and Warranty Complete manufacturer's requirements to obtain appropriate warranties required by the contract documents. This shall include proper notification of installation to manufacturer and installation inspections. In the event that manufacturer completes inspections, Subcontractor shall submit the written report to the contractor, and architect detailing the steps to correct any deficiencies in the report. Whiting -Turner shall be notified in advanced of date and time of manufacturer inspections. 39. Manufacturer's Installation Requirements and Procedures Review manufacturer's recommended installation procedures to assure that contract documents comply with the manufacturer's requirements. If applicable, review equipment manufacturer's space clearances and clearances established by local authorities for maintenance and service. If a conflict should exist between the contract documents and manufacturer's requirements, notify Whiting -Turner in advanced of installation. 40. Contractor / Owner Contract or Agreement At the request of Subcontractor, Contractor will make Owner Contract available for review and / or reference. 41. Sales Tax Subcontractor has included all applicable taxes for work under this agreement. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 42. Compliance with Codes and Regulations Subcontractor shall comply with all local, city, state, and federal codes and regulations. 43. Fire Stopping & Sealants Firestopping to be provided by sealants subcontractor unless clearly identified in the specific scope of work. Any penetrations added or moved after the sealants subcontractor has demobilized from site will be the responsibility of the subcontractor. 44. Commissioning a. Subcontractor to provide technicians, instrumentation, tools, and equipment to complete commissioning process requirements for all components, systems, assemblies and equipment as defined in the specifications. Subcontractor has also included manhours for TDSHS licensing support for both 80% and 100% inspections. b. Subcontractor shall provide all submittals for commissioning as defined in the subcontract documents. 45. Building Information Modeling (BIM) a. Subcontractor to provide and participate in Building Information Modeling (BIM) Coordination. b. BIM must have clash detection capabilities. 46. Closeout, As-Builts and Punchlist Procedures a. Subcontractor shall provide as -built drawings and specifications required by the contract documents. These must be maintained on site and completed in a timely fashion. b. Subcontractor agrees to provide operations and maintenance manuals, close-out documents, owner training videos, etc. following the completion of the project. c. Subcontractor shall list 3% of the contract sum on the schedule of values for close-out documents. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 HCA-MHW Alliance: Sealant Matrix JOINT LOCATION RESPONSIBLE PARTY Base of Fire Rated Wall Drywall Sub Penetration through Fire & Smoke Rated Walls Firestopping Sub Head of Fire Rated Wall Firestopping Sub Head of Non -Fire Rated Wall - above ceiling Firestopping Sub Putty Pads (Fire and Acoustical Rated) Firestopping Sub Flooring/Base to Door Frames Flooring Sub Tile Product to Dissimilar Finish Flooring Sub Solid Surface to Millwork Millwork Sub Stained Wood to Painted Surface Millwork Sub Stained Wood to Wall Protection Millwork Sub Painted Surface to Painted Surface Painting Sub Painted Surface to Dissimilar Finish Painting Sub Painted Surface to Wall Covering (non -clear sealant) Painting Sub Plumbing fixture/pipe to Wall Plumbing Sub Plumbing fixture/pipe to Countertop Plumbing Sub Wall Covering to Wall Covering Specialties Sub Wall Covering to Solid Surface Specialties Sub Wall Covering J-Mold to Painted Surface (Clear sealant) Specialties Sub Toilet Accessories to Finished Surface Specialties Sub Shower Surround Panels to Shower Pan Specialties Sub DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 II. SPECIFIC SCOPE OF WORK This work shall include all labor, supervision, material, tools, equipment, shop drawings, submittals, layout, unloading, scaffolding, ladders, hoisting, transportation, taxes, permits, engineering, support functions, insurance, bonds, and any other items or services necessary for and reasonably incidental to the proper execution and completion of the work, whether temporary or permanent, in accordance with all drawings, specifications, addenda, general conditions, requirements, and other related documents as indicated herein. The scope of work shall include but not be limited to the following: (All work shall be furnished and installed unless specifically noted otherwise herein.) 1. Applicable specification sections: This work primarily includes but is not limited to the following specification sections as well as related work specified or shown elsewhere in the contract documents: • Division 01 — General Conditions/General Requirements • Division 03 — Concrete • Division 31 — Earthwork • Division 32 — Exterior Improvements • Division 33 — Utilities EARTHWORK — BASE BID SCOPE 1. This scope of work shall conform to the contract documents as noted in Exhibit G and shall include all tools, equipment, supervision, labor, insurance, applicable taxes and support functions as necessary to complete the EARTHWORK — BASE BID scope of work as described herein. 2. Subcontractor has read and understands the results found in the geotechnical report prepared by Alpha Testing, dated June 21, 2022, and found in Exhibit G. 3. Subcontractor shall notify Whiting -Turner if any unknown or uncharted utilities or objects are encountered during the excavation process. Whiting -Turner to notify the design team and arrange a meeting with the utility companies prior to proceeding with work. Location, removal, rerouting, or capping off any underground utilities to be by others. 4. If existing utilities are to remain in place, subcontractor shall provide adequate means of support and protection during earthwork operations. 5. Subcontractor has included removal of existing barbed wire fencing and curbs and gutters. 6. Subcontractor is responsible for the daily cleanup of any and all mud and dirt tracked onto adjacent roadways as it pertains to this scope of work. 7. Subcontractor shall coordinate the scheduling of 3' party inspections with Whiting -Turner. 8. Subcontractor shall comply with all local, state and federal codes and regulations including, but not limited to those of the EPA, TCEQ, Tarrant County, and the City of Fort Worth. 9. While onsite, subcontractor shall maintain silt fences, BMPs and other erosion protection and storm water pollution control measures as required for their scope of work. This subcontractor is not responsible for repairing erosion protection and storm water pollution measures damaged by other trades or natural causes. 10. Subcontractor will install and remove two construction entrances as shown on the site logistics plan. All rock and crushed concrete tickets must be turned into the WT superintendent for daily verification of material brought to site. 11. Subcontractor understands that any temporary perimeter fencing taken down must be reinstalled and secured by the end of the same day. 12. Subcontractor has reviewed and is responsible for Whiting -Turner's Utility Avoidance Policy (Exhibit L). Cost associated with this policy to be determined after utilities are located. 13. Subcontractor must have a reasonable number of spill kits on -site while equipment is on the project. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14. Subcontractor includes an early grading permit in their scope of work. EARTHW K — ALTERNATE 1 SCOPE 15. This scope of work shall conform to the contract documents as noted in Exhibit G and shall include all tools, equipment, supervision, labor, insurance, applicable taxes and support functions as necessary to complete the EARTHWORK — ALTERNATE 1 scope of work as described herein. 16. Subcontractor to include all labor and equipment required for the earthwork scope of work per the contract documents. This is to include, but is not limited to, site preparation, erosion protection, storm water pollution control, clearing, subgrade preparation, time stabilization, dust control, pollution control, disposal of material, excavation support and protection, select fill import, and moisture conditioning. 17. Subcontractor has included surveying as required to establish all lines and grades for their work. Subcontractor has included earthwork staking as required. 18. Subcontractor includes all trucking and associated fees with import material and will place and compact per the contract documents. 19. Final building pad elevations are to be provided by this subcontractor as part of the final turnover. Subcontractor will coordinate with WT field supervisor for verification of elevations. 20. Subcontractor has included all clearing, stripping, and grubbing of portions of site which are not designated to remain, and which are in the way of new construction. 21. Subcontractor must have a street sweeper on -site once import/lime trucking begins. 22. Subcontractor will install and remove two construction access roads around the building as shown on the site logistics plan. All rock and crushed concrete tickets must be turned into the WT superintendent for daily verification of material brought to site. 23. Subcontractor has included rough grading and final grading of the site. This subcontractor has a duty to coordinate with the utility contractor to allow both partners to work on -site at the same time. 24. Subcontractor to machine grade the paving and sidewalks to within +/- .10 feet of proposed subgrade as shown in the contract documents. 25. Subcontractor has included lime stabilization (6" depth at 8%) at all paving areas required per the geotechnical report. Subcontractor shall turn in all lime tickets for 31 party testing agent. Any re -testing costs to meet design stabilization will be at the cost of this subcontractor. 26. Subcontractor to machine grade the lawn areas to within +/- .10 feet of proposed subgrade. 27. Subcontractor has included an extra mobilization to spread topsoil at all paving, up to 1' from curb, after paving forms have been removed. 28. Subcontractor has included building pad preparation, including but not limited to all moisture conditioning, importing and placement of fill material, plastic sheet cap, and grading as required by the contract documents. 29. All materials excavated from cut areas may be used for on -site fill if approved by geotechnical engineer and the contract documents. If such materials are not suitable for use in fills, this subcontractor shall properly stockpile onsite separated from other material. Subcontractor has included haul off of select fill and disposal of such materials created by this subcontractor. 30. Balancing of site grading has been included in the scope of work. Any materials not suitable for site fill shall be hauled off from site under this subcontract agreement. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 III. BID COMPENSATION TABULATION Strip and Stockpile Topsoil $ 11,088.00 Mobilization $ 23,958.00 Demo Curb and Gutter $ 2,904.00 Demo Barb Wire Fence $ 1,234.00 Silt Fence $ 4,415.00 Construction Entrance $ 3,025.00 TOTAL $ ----------------- 46,624.00 V.ALTERNATES The costs quoted below are complete in every respect and include costs as necessary to make all changes to the project to implement each alternate. This subcontractor agrees that the alternates do not contain anything that will alter this Subcontract and the applicable provisions of the contract documents shall be binding for alternate prices and the work involved whether or not it is specifically stated herein. Alternate prices shall include all labor, supervision, material, equipment, applicable taxes, insurance and all other associated costs, required for completion of the work, as well as overhead and profit. 1 • Cost to provide EARTHWORK — ALTERNATE 1 scope of work as listed above. This includes: - Cut/Fill On — Site - Moisture Condition Pad - Import and Place 2' Select Fill to Building Line - Lime Stabilization Fire Lane - Construction Road Around Building - Laydown Area - Earthwork Staking - Balancing of the Site - Cut and Haul Off Excess - Rough Grading Site - Respread Topsoil - Finish Grade Site VI. UNIT COSTS ADD $ 906,595.00 The following unit prices may be used for applicable changes and are complete in every respect, including all labor, supervision, material, taxes, equipment, etc., as well as overhead and profit, unless noted otherwise. WT, at its discretion, may order extra work to be performed on a "time and material" basis instead of on a unit price basis. T&M work will require verification (signed tickets, etc.) by Whiting Turner on a daily basis. None VII. HOURLY RATES Extra Work performed on a "Time & Material" basis will require verification (signed tickets, etc.) by the General Contractor on a Daily Basis. Daily tickets will contain each labor man-hour and any material / equipment used. If an item does not appear on the T&M ticket, it will not be considered for compensation. The following Labor and Equipment Rate Schedules will be used to verify T&M pricing. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EQUIPMENT RATE SCHEDULE: (RATES INCLUDE COST OF OPERATOR) Description Hourly Daily Weekly Monthly Excavator $ 281.03 $ N/A $ N/A $ N/A Motorgrader $ 201.68 $ N/A $ N/A $ N/A Track or Wheel Loader $ 201.68 $ N/A $ N/A $ N/A Water Truck $ 175.00 $ N/A $ N/A $ N/A Skid Steer $ 162.00 $ N/A $ N/A $ N/A Roller $ 162.00 $ N/A $ N/A $ N/A Truck and End Dump Trailer $ 100.00 $ N/A $ N/A $ N/A DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 EXHIBIT C Dear Subcontractor and/or Seller: As a government contractor, The Whiting -Turner Contracting Company must comply with the provisions of Executive Order 11246, the Rehabilitation Act, or the Vietnam Era Veterans' Readjustment Assistance Act, and other existing laws related to Equal Employment Opportunity (EEO). Part of our commitment to EEO is to employ and advance in employment and shall not discriminate against individuals on the basis of their race, color, religion, sex, national origin, sexual orientation, gender identity, status as a qualified individual with a disability or protected veteran (meaning disabled veterans, recently separated veterans, active -duty wartime or campaign badge veterans, and Armed Forces service medal veterans.) You can support and share in our commitment when you assist us with project staffing needs. We encourage you to help identify qualified applicants for employment consideration. Whenever possible, please utilize qualified minorities, women, qualified individuals with disabilities, and protected veterans. Although, we specifically have requested that you company utilize minorities, women, qualified individuals with a disability and protected veterans, Whiting -Turner welcomes all qualified personnel regardless of any legally protected status. You are requested to take appropriate action to assist us in complying with our policy and to comply with your own affirmative action obligations. Sincerely, THE WHITING -TURNER CONTRACTING COMPANY David7?2cC/uuxlc, eouv." ?12v m, a-d WgMr qraxg David McGinnis Courtney Moore Albert Huang Equal Employment Opportunity Officer(s) SC22 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT D CONTRACTOR / SUBCONTRACTOR EH&S MANUAL All contractors and subcontractors on Whiting -Turner's projects bid and awarded after January 1, 2019 or earlier if provided in the Subcontract by Whiting- Turner, are expected to be in full compliance with all applicable requirements of the Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual"). This Manual incorporates current Whiting - Turner requirements along with new practices that have become available and generally accepted in the industry. To obtain a copy of the Manual please contact the Whiting -Turner Project Manager on your project. The information contained in this Manual is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Manual is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Manual and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Manual and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. For contractor/subcontractor convenience only, a synopsis of the Manual requirements is attached hereto. This synopsis is not intended to, nor shall it alleviate contractors'/subcontractors' obligations to comply with the requirements of the Manual as applicable to their work. (Revised 1/2/19) 4mi Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 The Whiting -Turner Contracting Company Contractor/Subcontractor EH&S Manual Synopsis DISCLAIMER: For Contractor/Subcontractor's convenience only, the following is a Synopsis of some of the more significant provisions of The Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual") requirements. This Synopsis is not intended to, nor shall it alleviate Contractor/Subcontractor's obligations to comply with all of the requirements of the Manual as applicable to Contractor/Subcontractor's scope of work, whether or not they are included in the Synopsis. The information in the Manual and this Synopsis are not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by Contractor/Subcontractor of appropriate manner and methods of operations and safety aspects of work under their control. The Manual and this Synopsis are also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall they, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. The Contractor/ Subcontractor EH&S Manual, this Synopsis, and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting - Turner Contracting Company expressly disclaims warranties for the information contained in the Manual and this Synopsis and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Pre -Construction Submittals Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. • The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. • The subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the subcontractor's employees are working 2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. SC17 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. Safetv Management 1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand- downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: • Minimum requirement proof of OSHA 30 hour submitted • Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting -Turner's EH&S Manager regarding the contractor's/subcontractor's site -specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. • Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. • One documented inspection shall be conducted each week. 4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. • The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. The subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. The subcontractor's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan. SC 18 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 10. Incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. 11. Only communication radios are permitted on Whiting -Turner projects. General Safe Work Practices and Guidelines The following are prohibited on Whiting -Turner Projects 1. The use of the following administrative controls as a means of fall protection • Controlled Access Zone as a means of fall protection • Controlled Decking Zone as a means of fall protection • Safety Monitor System as a means of fall protection 2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 3. Working from the midrail or top rail of any lift 4. The use of cell phones for signaling of cranes and equipment 5. The use of open hooks during lifting operations/picks. 6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 8. The use of open turnbuckles as part of the perimeter cable system 9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 10. Harassment of any kind, to any person 11. Smoking or use of vaporized equipment (except in designated areas) 12. Radios, media players, headphones, or other listening devices 13. Guns or weapons of any kind 14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 15. Riding on equipment that is not equipped with proper seating and seat belt 16. Open fires, fire barrels, or hot boxes 17. The use of metal ladders Carbon Monoxide Exposure Prevention 1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. Concrete and Masonry 1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. Confined Space Entry 4m, Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. Cranes and Derricks 1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 3. A crane checklist must be completed prior to each initial lift. 4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 5. Boom -tip anemometer or equivalent device is required. 6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. • The competent person shall determine the size, rope materials, and length of the tag line. • The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. Critical Lifts 1. The Whiting -Turner Contracting Company identifies a critical or special lift as • any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, • any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; • any lift that involves the lifting of personnel; • any lift where the contents of the lift are considered hazardous to health or environment, and an accidental release could result harm to either; • any lift where encroachments precautions are required for power lines. Demolition 1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 2. Generic safety data sheets for demolished material must be provided by the creating contractor. 3. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. Electrical Hazards Prevention 1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non - insulated wire. SC20 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 8. All temporary lighting circuits must originate from GFCI protected breakers. 9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements Energy Control 1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 3. If a system can be locked out through design or by other means, this will be the preferred method. 4. The lockout device shall be substantial enough to prevent removal. 5. The lock shall be a separately keyed lock for use only with the lockout system. 6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 9. A log shall be maintained on site that identifies the following: • Date of usage • Number of locks and tags used Contractors involved • Time of LOTO initiation • Time of LOTO removal • Designated competent persons • Location of LOTO Devices 10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. Excavations 1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 4. All excavations shall be protected by snow fence, at a minimum. 5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. Fall Protection and Prevention 1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. SC21 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 9. Perimeter cable shall not be less than 3/8" steel cable. 10. Corner uprights must be braced so that the required tension may be maintained. 11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 15. A fall restraint system must be employed when working from articulating boom lifts. 16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. Fire Prevention and Protection 1. A 20 lb. ABC dry chemical fire extinguisher or equivalent must be provided for each 3,000 square feet of protected building area. An extinguisher shall be placed at every stairwell on each level. 2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. SC22 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. Housekeeping 1. Clean -as -you -go practices are required. 2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 5. Any material stored in a work area longer than 24 hours must be approved by Whiting -Turner. 6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 7. All chemicals brought on site must be approved by Whiting -Turner. 8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. Mobile Elevated Work Platform 1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do so. Personal Protective Equipment 1. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 2. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 3. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 4. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 5. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 6. High visibility vests/gear are required by each person on site. 7. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. Scaffolds 1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. SC23 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. • Green tags are reserved for complete systems • Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system • Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. Signs, Signals and Barricades 1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible party's name, company, contact number, and potential hazard. 2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. Stairways and Ladders 1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting - Turner projects. 2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. Steel Erection 1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 3. Roof penetrations are to be made only when equipment is ready to be installed. 4. Safety latches on hooks shall not be disengaged or made inoperable. Welding and Cutting 1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 5. All shields shall be compatible with a hardhat. 6. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. SC24 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT E PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN (1/2/19) SC25 Rev. 112115 Document Generated from CMiC © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 4 PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN For #019747 HCA MHW Alliance Schoolfield, C. B. January 2023 11 V �i WHITING -TURNER QUALITY MANAGEMENT �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 T= MANAGEMENT Contents 1. Introduction..................................................................................................................................................3 2. Quality Management Plan Administration...................................................................................................3 a. Roles & Responsibilities of the Whiting -Turner Project Team................................................................ 3 b. Trade Responsibilities............................................................................................................................. 3 c. Tracking and Communication.................................................................................................................4 d. Continuous Improvement.......................................................................................................................6 3. Planning and Execution................................................................................................................................6 a. Planning: Pre -Preparatory Activities.......................................................................................................6 4. Third -Party Inspections.................................................................................................................................9 a. Authorities Having Jurisdiction(AHJ)....................................................................................................10 b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy..............................10 c. Factory Acceptance Testing..................................................................................................................10 d. Commissioning......................................................................................................................................11 5. Trade -Specific Quality Management Plans(TSQMPs)................................................................................11 6. Design Integration Management and Coordination...................................................................................12 a. Constructability Reviews.......................................................................................................................12 b. Integration and Collaboration with Collective Team during Design.....................................................12 7. Quality Management Integration with Other Project Processes...............................................................13 a. Bidding and Contracting........................................................................................................................13 b. Document Control.................................................................................................................................13 c. Virtual Design and Construction...........................................................................................................13 d. Procurement.........................................................................................................................................13 e. Project Scheduling.................................................................................................................................13 f. As -Built Documentation Process...........................................................................................................14 g. Operation and Maintenance (O&M) Manual Compilation...................................................................14 h. Close-out...............................................................................................................................................14 8. Project -Specific Special Processes..............................................................................................................14 9. Establishing and Maintaining a Proactive Project Quality Culture.............................................................14 10. Appendix Documents.................................................................................................................................15 a. Definable Features of Work (DFoW) Log (Sample Template)...............................................................15 b. Testing and Inspection Log (Sample Template)....................................................................................15 c. Trade -Specific Quality Management Plans (TSQMPs)..........................................................................15 d. Quality Consultants and Third -Party Inspectors...................................................................................15 Page 1 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 T= MANAGEMENT e. Pre -Installation Meeting Agenda (Sample Template) i•Is] 111*5 o In the event that this project -specific Quality Management Plan (QMP) conflicts with executed contracts, the contracts take precedence. o References to "inspection(s)" herein refer to observations and inspections as defined in and consistent with executed contracts and Contract Document requirements and is limited in liability consistent with the same. 15 o All changes or modifications to the Contract Documents must be formally documented to constitute contractual acceptance by all parties. o The Whiting -Turner Project Team must appropriately document, distribute, and retain records of quality management -related efforts including, but not limited to, meeting minutes, review notes, and observation and inspection reports. o Where "subcontractor" or "trade" are used in this document, these terms may refer to a subcontractor, trade partner, or trade contractor and are used interchangeably. o Where the general term "Project Team" is referenced in this document, this represents the collective project team including the Owner, designers, Whiting -Turner, subcontractors, etc. Page 2 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT 1. Introduction The purpose of this project -specific QMP is to support our Project Team's ability to build with quality as a foundation, striving to build right the first time every time. Our quality management efforts, which include both quality assurance and quality control, will begin by explicitly identifying and understanding what our Owner values and prioritizes relative to the delivery of this project. All work must be in conformance with the Contract Documents, which must reflect what we have agreed to provide. 2. Quality Management Plan Administration a. Roles & Responsibilities of the Whiting -Turner Project Team The Whiting -Turner Project Team must take responsibility and ownership of the development, delivery and documentation of the project -specific QMP. Quality roles and responsibilities must be clearly and appropriately established based on knowledge and experience, promoting a sense of ownership for each definable feature of work (DFoW). Roles include the following at a minimum: Project Quality Manager (or Coordinator) Krystal Atcheson-Todd Works with the Project Team to set up and maintain the project -specific QMP and related processes, including documentation. Sets and facilitates Pre -Installation Meetings (Preparatory Phase). Reports quality progress and metrics to the Project Team. In addition to the Lead Project Manager, Lead Superintendent and the Whiting -Turner Project Team, the Project Quality Manager (or Coordinator) has the authority to stop work at any time, if necessary, to confirm quality standards are met. Lead Project Manager Dusty Roberts Participates in the development and execution of the project -specific QMP. Ensures participation of trades in the development and execution of the project -specific QMP. Develops subcontracts to include and enforce quality standards. Coordinates Owner and AHJ participation in Pre -Installation Meetings. Lead Superintendent Krystal Atcheson-Todd Participates in the development and execution of the project -specific QMP. Leads and conducts Initial and Follow-up Phase inspections. Enforces continuous compliance with project quality standards by subcontractors. Whiting -Turner Project Team Participates in all phases of the execution of the project -specific QMP. Supports the Quality Manager and Lead Superintendent in enforcing quality standards and executing quality -related roles and responsibilities as defined. Regionally Dedicated Quality Manager Kenneth Cannatelli Supports the Whiting -Turner Project Team while connecting them to the appropriate corporate resources. b. Trade Responsibilities Each trade is responsible for assuring that its work is in compliance with the Contract Documents. Each trade is required to participate in the execution of this project -specific QMP and documentation Page 3 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 MANAGEMENT of the same. Trade -Specific Quality Management Plans (TSQMPs) that have been submitted by the trade and reviewed by the Whiting -Turner Project Team will be kept on file by Whiting -Turner and furnished upon request to the Owner and design team. Completeness and adequacy of these TSQMPs is the responsibility of the trade, inclusive of any additions or adjustments to the TSQMPs as project conditions and contract documents change. Trade -specific documentation will be reviewed at the discretion of the Whiting -Turner Project Team. Corrections of any deficiencies in documentation are to be made promptly by the trade. All trades must be represented by the appropriate personnel and are required to participate in project meetings from pre -installation through close-out. Each trade is responsible for determining the appropriate means and methods for performing its work as well as compliant installation tolerances subject to review by Whiting -Turner. All trades must communicate with one another in an effort to eliminate conflicts, especially where multiple scopes of work interface. c. Tracking and Communication i. Tracking Tools and Processes Documentation of tests and inspections Submittals Constructability reviews Quality incident tracking log SharePoint I SharePoint & PlanGrid SharePoint SharePoint & PlanGrid Quality metric reporting PlanGrid Punchlist PlanGrid Quality inspection report templates and completed reports will be stored SharePoint Whiting -Turner staff will post inspection reports and related documentation from Owner, trades, and vendors to SharePoint upon receipt of those documents. Page 4 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT ii. Owner Communication The Project Team has established the following protocol to encourage effective and ongoing communication of inspections, deficiencies and corrections with the Owner. Communication and reporting of the quality management process to HCA will meet or exceed the requirements of the Contract Documents and Owner contract. These requirements will be reviewed at the onset of the project, and a mutually agreeable communication plan will be developed among the collective project team members including, but not limited to, the Whiting -Turner Project Team, Owner and the design team. This team has decided on the following communication guidelines related to quality: iii. Method of communication: Electronic communication except for punchlist sign offs, which will be via hard copy signatures. iv. Frequency of communication: Quality will be addressed in all Owner progress meetings and otherwise "on demand". V. Communication related to quality: a. Monthly report on eBuilder b. Weekly field updates c. Non -conforming inspections with resolution tracking available upon request d. All inspections will be available upon request e. Upcoming Inspection Milestones included in look -ahead schedule f. Constraints controlled by this team (Owner, design team and Whiting - Turner) will be communicated and addressed as necessary for resolution vi. Project -Wide Communication The Project Team has established the following communication plan regarding quality management and deficiency tracking with the subcontractors during Subcontract negotiation (buy-out), which will also be reviewed during project onboarding. The communication plan must follow a regular pattern to set expectations and avoid lapse. Items to consider in development of this plan include: • Method of communication: Electronic communication via email and PlanGrid tasks • Frequency of communication: o Distribution and review of quality tracking log at weekly subcontractor meetings o Review of non -conforming items, plan for resolution, and constraints in daily huddles. • Expected response from subcontractor regarding non -conforming items: o Immediate recognition of deficiency o Corrective work plan o Response times and allowable durations for remediation specific to quality issue o Documentation of completion o Reinspection (by Whiting -Turner or party that identified non-conformance) Page 5 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT Consequence of failed correction within allowed duration for remediation 1. Whiting Turner will assign corrective work to another subcontractor within 48 hours of failure and will back -charge at - fault subcontractor Celebrate successes: o Recognize notable quality management efforts at daily huddles or weekly meetings. (Notable efforts could include proactive recognition of issues in the field.) d. Continuous Improvement Continuous improvement is a priority on this project. Processes, protocol and expectations have been established to help all on this project continuously improve successful delivery. The Project Team will engage in root cause analysis for identified issues. At all Pre -Installation Meetings as well as weekly or bi-weekly quality tracking meetings, the Project Team will track, and document lessons learned. 3. Planning and Execution a. Planning: Pre -Preparatory Activities The following pre -preparatory activities should be completed prior to advancing into the 3 Phases of Quality: i. Complete a quality planning meeting prior to construction start The Whiting -Turner Project Team must coordinate with their regionally dedicated Quality Manager to schedule and perform a quality planning meeting at the time of project kick-off. This meeting with the Whiting -Turner Project Team will include review of the project -specific QMP template and discussion of the processes and protocols that will be used throughout the project, including definition of metrics, which will be used to measure the quality health of the project. ii. Perform constructability reviews With each issuance of design documentation, the Project Team will perform a constructability review and communicate concerns related to constructability, coordination, performance, operation and value. Issues raised will be reviewed with the Owner and design team, vetted and properly documented as necessary. Constructability reviews will be performed upon every issuance of documents, including change directives. iii. Identify DFoWs, highlighting those that are critical A DFoW is defined as any task that is separate and distinct from other work, has separate control requirements, or is identified by different trades or disciplines and is usually unique in nature. At the project onset, the Whiting -Turner Project Team will identify and log each of the DFoWs for the project along with their related requirements (e.g., mock-ups, first work inspections, follow- up inspections, etc.). Critical DFoWs, both defined as critical by corporate policy (reference Section 4.b.) and additional items as determined by the Project Team, are highlighted in the DFoW log to encourage special consideration and focus. The DFoW log will be used as a tracking tool throughout the project to monitor progress. See Appendix A for Definable Features of Work Log. Page 6of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT iv. Align with leadership, maintaining a common understanding of quality planning, execution and health Develop an understanding with project leadership, including Whiting -Turner and the Owner, on how success related to quality will be tracked and measured for this project. v. Participate in regular visits/check-ins with regionally dedicated Quality Manager The Whiting -Turner Project Team will meet regularly with their regionally dedicated Quality Manager to review the project -specific QMP, project progress and quality health indicators. vi. Submittal review and approval Submittals will be reviewed by trades prior to submission to the Whiting -Turner Project Team, which will subsequently review them prior to transmission to the design team. Additionally, submittals and means and methods for each DFoW will be coordinated with other DFoWs as appropriate. Approved submittals will be shared with affected or potentially affected trades for coordination. Submittals should be reviewed and approved prior to Phase 1 of each DFoW. To properly manage the submittal process, the Project Team will develop a manageable submittal register prior to beginning the review process. The submittal register will be derived from the Contract Documents and reviewed with the Owner and design team to determine if there are extraneous items that can be excluded. The Submittal Register will include target dates for submission from the subcontractor, review by Whiting -Turner, submission to the design team and Owner, return of the reviewed submittal, fabrication and procurement durations, and shipment and delivery dates. The Submittal Register will be reviewed at both the weekly subcontractor meetings and the Owner progress meetings. Once the subcontractor has compiled and reviewed a submittal for conformance to the Contract Documents, they will submit it to Whiting -Turner. Whiting -Turner will perform their own review of the Submittal for conformance with the Contract Documents, including issued and accepted change documentation. Following review, Whiting -Turner will issue to the designated design team and Owner representatives for review and approval. The review path will include concurrent distribution from Whiting -Turner to all reviewers, but the return path must include compilation of all notes and comments by one party, typically the Architect. Upon return of an approved submittal, Whiting -Turner will distribute to the submitting subcontractor as well as all other subcontractors whose scope of work will be affected by or coordinated with this work. Return of the approved submittal indicates direction to release the work to the subcontractor. Changes to the scope of work indicated in the Contract Documents should not be made by the design team or Owner through the submittal process. If changes are identified, it will be the subcontractor's responsibility to indicate this to Whiting -Turner by submitting an RFI. If the change is confirmed through the RFI process, a formal revision to the Contract Documents will be issued by the design team. The subcontractor must allow adequate time for review and approval of each submittal to maintain the project schedule. Additionally, if a submittal is rejected and requires re -submission because it does not conform to the Contract Documents, the subcontractor is responsible for any associated schedule impact. Page 7of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT Execution: 3 Phases of Quality The 3 Phases of Quality refer to the breakdown of activities by definable feature of work (DFoW) into a Preparatory Phase, Initial Phase and Follow-up Phase. Repeat these phases for each DFoW. vii. Phase 1 Preparatory I Set Standards and Expectations The Preparatory Phase includes all efforts to make the jobsite, materials and installing contractor ready for installation to begin. All project stakeholders (including the Owner, designers, Whiting - Turner, trades, vendors, manufacturers and inspectors) are expected to actively participate in the Preparatory Phase of this project -specific QMP. Steps in this phase include: 1. Pre -Installation Meetings The Project Team is committed to developing a common understanding of the project's requirements prior to the start of work. Therefore, a Pre -Installation Meeting will be held for every DFoW. These meetings will include, at a minimum: a. Participation by all stakeholders for the referenced DFoW. This includes, but is not limited to, Whiting -Turner, the installing contractor (including field supervision responsible for the work), designers as applicable, inspectors, Owner representatives and Authorities Having Jurisdiction (AHJs). Participation by Owner representatives and AHJs is strongly encouraged, but at their discretion unless contractually required otherwise. b. Review of specification sections relevant to the DFoW, including quality requirements and related standards. c. Review of Initial Phase requirements and development of a plan to ensure the requirements are met. This may include mock-ups and/or inspections of first work in place with documented reviews. d. Review of the status of related submittals and RFIs as well as identification of new RFIs or clarifications required prior to commencement of work. e. Review of any existing construction and/or prior work by other trades that the DFoW will be building upon. The installing contractor will have reviewed the prior work of others in advance of the meeting, and any concerns not yet addressed will be discussed. f. Discussion of the means and methods of performing the work, including an Activity Hazard Analysis (AHA). At the time of the meeting, the AHA is to include the anticipated hazards associated with the DFoW under review. However, the AHA is to be updated and refined at the time the work begins to ensure its completeness and accuracy in accordance with the project safety requirements. The intent of this portion of the meeting is to inform stakeholders of these details, not establish or approve them. g. Distribution of meeting minutes to all meeting participants and stakeholders. These minutes will become part of the project record and will be used as a reference during the Initial and Follow-up Phases. See Appendix E for a sample agenda for a Pre -Installation Meeting. Page 8 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT 2. Set Standards and Expectations Diligently review and verify that the Contract Documents reflect the collective team's common understanding of project expectations. Confirm that these expectations reflect what we have agreed to provide in accordance with the Contract. viii. Phase 2 Initial I Verify Terms of Acceptance The Initial Phase serves as the Project Team's first opportunity to evaluate the work of the installing contractor, confirm the common understanding of requirements and expectations set in the Preparatory Phase, and establish workmanship standards. Mock-ups required by the Contract Documents or otherwise agreed to be necessary during the pre -preparatory and preparatory activities will be reviewed during this phase. Otherwise, and in addition to mock-ups, the first representative portion of installed work will be reviewed (i.e., 'first work inspection"). Pre - Installation Meeting minutes will be revisited to confirm the stakeholders' understanding of the requirements and any additional clarifying expectations of the DFoW. Initial Phase inspections will be documented according to the process described in Section 2.c. ix. Phase 3 Follow-up I Validate Installation Continued inspections in the Follow-up Phase — both scheduled and ongoing unscheduled — serve to confirm continued compliance with the Contract Documents and adherence to the standards established in the Preparatory and Initial Phases. Inspection methods and frequencies are defined in the Testing and Inspection Log in Appendix B. All inspections, whether conforming or non- conforming, will be logged according to the process defined in Section 2.c. The Project Team and subcontractors will remain committed to timely remediation and close-out of non -conformances, also ensuring photographic documentation of remediated non -conformances associated with any photographed non -conformances. All non -conformances must be tracked and closed with the appropriate sign -offs of the parties that originally identified and logged the non-conformance. The Project Team will use project -specific checklists for appropriate DFoWs to review installed work. The Project Team will use a continuous punch approach (see Section 7.h). 4. Third -Party Inspections As required by the Contract Documents, the Project Team will engage special inspectors and laboratories as participants in the project -specific QMP, all of which are required to meet and maintain the qualifications specified by the Contract Documents. Each must submit testing documentation and reports in accordance with the defined processes and expectations in a timely manner consistent with the project schedule. A list of required tests and inspections is included in Appendix B. See Appendix D for qualifications and credentials of each special inspector and laboratory as required. Whiting -Turner is to be given copies of all third -party inspectors' reports. All third -party inspectors must be involved in mock-ups and first work inspections. All third -party inspections and associated reports will be incorporated into the project -specific QMP documentation and tracking protocol. Page 9 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 T= MANAGEMENT a. Authorities Having Jurisdiction (AHJ) Each trade is responsible for ensuring their work is compliant with the Contract Documents and all applicable laws, codes, rules and regulations, as well as planning and managing each inspection. General AHJ inspections such as those for Certificate of Occupancy will be coordinated and hosted by Whiting -Turner. Trades with scope under review during general inspections are required to attend the inspections. b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy Whiting -Turner corporate policy mandates that the following items be carefully inspected by competent, experienced, independent inspectors. The Owner may provide these services directly or the third -party inspectors may be hired through Whiting -Turner provided that the inspections are happening correctly and as often as needed, performed by competent experts in that field and provide an unbiased, objective account of the project conditions. Structural earthwork 16 Pilings, caissons and similar deep foundation systems Structural concrete Structural masonry Structural steel Building envelope system* Any other DFoW involved in the structural X X iiiiiiiiiiiiiiiiiiiiiillillililliliv X X X X X integrity of the work *Building envelope system: The Whiting -Turner Project Team will engage a building envelope consultant to review the design, submittals, mock-ups and first work installations. The consultant will also identify potential areas of concern, propose appropriate, potential modifications to the design team and confirm that materials and installation methods are in accordance with the Contract Documents (still maintaining the latter as a primary responsibility of the subcontractor). See the Building Envelope TSQMP accompanied by credentials in the Appendix. c. Factory Acceptance Testing The purpose of factory acceptance tests (FATS) is to assure that equipment is acceptable for use on the project prior to shipment according to manufacturers' and designers' standards. Below is a summary of items that have been selected for factory acceptance testing. This list is intended to include all contractually required FATS. Each trade is responsible for submitting its FAT plan for each applicable DFoW to Whiting -Turner prior to performing testing. The vendor is responsible for conducting and documenting the FAT as well as hosting project representatives during testing. • Pumps • Air handling units • Electrical switchgear Page 10 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT • Generator • Water Heaters • Window Glazing Units d. Commissioning The Project Team will establish a plan for commissioning electrical, mechanical and other systems in accordance with the Contract Documents. Delivery inspections, pre -start-up inspections (i.e., pre - functional), vendor start-up and post -start-up inspections are described in the TSQMPs. Functional testing and enhanced commissioning are described in the project -specific commissioning plan under separate cover. S. Trade -Specific Quality Management Plans (TSQMPs) Subcontractors must document their TSQMPs prior to mobilizing on site. The TSQMPs will be reviewed by the Whiting -Turner Project Team. Subcontractors are responsible for sub -tier subcontractors and vendors following all project quality requirements. TSQMPs should address the following: a. GENERAL: i. The TSQMP is project -specific and comprehensive. ii. Include acknowledgement and commitment to actively participate in execution of the project - specific QIVIP. iii. Describe process to be used for document control and maintenance of as -built documentation. b. ROLES & RESPONSIBILITIES: i. Designate trade's on -site quality management representative(s). ii. Clearly identify which trade personnel have authority to stop work when a quality issue is identified. c. PLANNING FOR QUALITY: i. Describe how this trade plans to install all work right the first time. What is the trade's quality plan or process? ii. Identify and address specific risk issues for trade's scope. iii. Identify who will attend the trade's Pre -Installation Meeting(s). iv. Identify manufacturers or vendors that must be available for Pre -Installation Meeting(s). d. ACCOUNTABILITY AND INSPECTION TRACKING: i. Identify how each trade will track, communicate and resolve its quality issues including non - conformances. ii. Provide checklists for work to be performed. iii. Define roles and responsibilities related to third -party inspection coordination. iv. Establish a process to gather all required quality documents and certifications. Page 11 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT 6. Design Integration Management and Coordination Coordination between our Whiting -Turner Project Team and the design team will be an interactive, collaborative process focusing on open lines of communication and proactive efforts between all parties, committing to a value-added approach to resolve issues in a manner that best suits the goals of the Owner and the Project, rather than individual interests. All parties are encouraged to contact other members of this group directly and follow up with documentation of the issue/resolution copied to all team members. This will streamline communication, eliminate wasteful efforts, and result in stronger relationships. a. Constructability Reviews I. Readiness for field use At each level of design documentation, the Whiting -Turner Project Team will complete or update a Constructability Review using the provided Whiting -Turner template. During this process, all design issues noted will be compiled into a report for review with the design team. Depending on the magnitude of this list, we will request a meeting to review the items with the design team or process by email if the list is minimal. Following review and resolution, the design team will issue a Change Bulletin to capture any modifications to the issued Contract Documents or the Project Team will document changes via the RFI process. ii. Coordination between disciplines Coordination of the structure and MEP trades, including footings/foundations, structural steel, miscellaneous metals, underground utilities, in -wall rough -in, and above -ceiling rough -in will be coordinated in our BIM model. The base model will be provided by the design team for incorporation of the subcontractor's scopes of work. Coordination calls will be held every 2 weeks and resultant issues with proposed solutions will be submitted to the design team as an RFI for acceptance or subsequent contractual documentation. Please see the BIM/VDC Execution Plan for additional details regarding this process. b. Integration and Collaboration with Collective Team during Design i. Planning check -in frequency Formal in -person Owner Architect Contractor (OAC) Meetings will be held on site every 4 weeks. A brief check -in call will be held with the OAC team on the off weeks. Additionally, Whiting -Turner and the design team will have a weekly call to discuss outstanding coordination and other follow up items. ii. Defined decision process regarding design If modification to the Contract Documents is required as the result of an RFI, submittal comment, or other design discussion, the design team will issue a Change Bulletin to formally document the change. It is the design team's responsibility to review the change with the Owner prior to issuing to Whiting - Turner. Direction accompanying the issued Change Bulletin must include Owner acceptance of the design modification and direction to proceed (or price and proceed, etc.). Page 12 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 MANAGEMENT 7. Quality Management Integration with Other Project Processes a. Bidding and Contracting Bid packages and contracts will establish standards and expectations related to quality, including the requirement for a TSQMP. When pre -bid conferences are held, quality -related standards and expectations will be emphasized. b. Document Control The Project Team understands the importance of maintaining an accurate, current set of documents to establish a single source of truth. Since building a quality project requires conformances with the Contract Documents, this team will define its method of maintaining this accurate set. The Project Team will maintain a current set document log and post all changes to the Contract Documents (e.g., RFIs, sketches, etc.). An accurate set of drawings will be kept in PlanGrid along with all RFI's, sketches, etc. A physical, hard copy of city stamped drawings will be held onsite for city inspector use only. c. Virtual Design and Construction PLEASE REFER TO SUBCONTRACTS FOR BIM NEEDS ON THE PROJECT. d. Procurement As key inspections are conducted during the procurement and delivery process, the project schedule will be used by the Project Team to plan the following: i. Factory Acceptance Tests — see section 4.c. for more detail. FATS will be planned with distinct activities in the project schedule. ii. Delivery Inspections — with the delivery of material and equipment to the project site, inspections for material compliance will be conducted and documented. Delivery activities or milestones will be established in the schedule for key items requiring special focus for inspection. e. Project Scheduling All stakeholders must be aware of the project schedule and be prepared to support all quality - related activities and milestones. i. Scheduling of Pre -Installation Meetings— Pre -Installation Meetings will be included in short- term look -ahead schedules. The Project Team may identify DFoWs for which they will include Pre -Installation meetings in the long-term forecasting (CPM) as a network of related activities. ii. Scheduling of Mock-ups and First Work Inspections — Initial Phase inspections include mock-ups and first work inspections. Contractually required mock-ups will be included as activities in the long-term forecasting (CPM). First work inspections will be included, at a minimum, in the short- term look -ahead schedules. For each DFoW, the mock-up inspections and associated documentation will be predecessors to the installation of the respective features of work. Page 13 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT iii. Scheduling of Testing and Inspections — Follow-up Phase inspections will not all have corresponding distinct activities in the schedule due to the expected quantity. Rather, inspections are summarized in the Testing and Inspection Log with distinct, key tests and inspections pulled into the long-term forecast (CPM), particularly those with critical handoffs. f. As -Built Documentation Process As -built documentation will be submitted monthly with billings. g. Operation and Maintenance (O&M) Manual Compilation 0&M manual compilation will be managed as a DFoW. It will have its own Preparatory Phase (including a meeting), Initial Phase (including confirmation of conformance with the agreed -upon format and completeness of initial sections) and Follow-up Phase (including a final review for completeness before submission). h. Close-out i. Continuous Punch The Project Team will use a continuous punch, "close -as -you -go" approach for the duration of the project to strive for zero punchlist items, which will also help to verify that all work is complete to streamline close-out and turnover. ii. Completion List As project elements near completion, completion lists will be created and managed to ensure all scope is complete prior to final punch -out. Completion lists are not considered punch lists; they are lists of remaining tasks to be performed. iii. Pre -Punch The Project Team will perform a pre -punch process on project elements as they near completion. This means identifying and correcting deficient items early to avoid a bottleneck at the end of the project. This precedes the formal Final Punch -out with the owner and design team. iv. Final Punch -out The project punch -out process will be managed as a DFoW. Stakeholders will participate in a Preparatory Phase meeting to establish the document management process and define participants in future punchlist compilation walks. Additionally, at this meeting, the Project Team will establish the approval and sign -off process for non-conformance corrections. It is important to differentiate between unacceptable work, requests for additional scope, and work in progress. 8. Project -Specific Special Processes NOT APPLICABLE 9. Establishing and Maintaining a Proactive Project Quality Culture This project will include a culture of quality focus. This culture will be reinforced through project management meetings and a recognition and incentive program. Awards and incentives will be Page 14 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. L gn Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7777 MANAGEMENT established at the discretion of the Project Team to drive and reinforce the desired behaviors, roles and responsibilities relative to a proactive culture of quality. 10. Appendix Documents a. Definable Features of Work (DFoW) Log (Sample Template) The attached DFoW log identifies project -specific DFoWs and their associated activities. This log will be updated periodically and distributed as necessary. b. Testing and Inspection Log (Sample Template) The attached Testing and Inspection log identifies project -specific tests and inspections and their requirements. This log will be updated periodically and distributed as necessary. c. Trade -Specific Quality Management Plans (TSQMPs) TSQMPs received from Subcontractors will be reviewed and filed by Whiting -Turner. d. Quality Consultants and Third -Party Inspectors Qualifications and scopes received from project -specific consultants and inspectors will be reviewed and filed by Whiting -Turner. e. Pre -Installation Meeting Agenda (Sample Template) The attached Pre -Installation Meeting Agenda template is provided for your use in preparing for scheduled meetings. Preparation in advance of these meetings is critical. Meetings may be cancelled and rescheduled if attendance is lacking or if attendees are unprepared. DISCLAIMER: Effective January 2019, all contractors and subcontractors on Whiting -Turner's projects are expected to be in full compliance with all applicable requirements of Whiting -Turner's project -specific Quality Management Plan (QMP). The information contained in this QMP is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and aspects of work under their control. This QMP is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific quality management plan and is not intended to, nor shall it, supersede any federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site - specific quality management plans must meet or exceed the requirements of the Whiting -Turner project -specific Quality Management Plan, the contract documents (including any applicable Owner Quality Management Plans referenced therein), and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. This QMP and all information contained herein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this QMP and makes no representations to such third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Page 15 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. i DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW 03 11 00 - Concrete Forming 03 11 18 - Void Box System 03 20 00 - Concrete Reinforcing 03 30 00 - Cast In Place Concrete At III Special Foundisi A1020-01 - Piers Y Alpha Geotechnical Report A1010,01 - Grade 31 63 29 - Drilled Concrete Piers and Shafts Beams, A1030-01 - 03 20 Concrete Reinforcing SOO 03 30 00 - Cast In Place Concrete Al 030 Slab on Grade A1030-01 - SOO Y Alpha Geotechnical Report A1010-01 - Grade 03 15 26 - Under -Slab Sheet Vapor Retarders Beams, A1020-01 - 03 20 00 - Concrete Reinforcing Piers 03 30 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing B1010 Floor Construction B1010 - 01 - CMU Y 03 20 00 - Concrete Reinforcing 61010 - 02 - Structural 7512 00 - Structural Steel A1030-01 - SOG 131010 Floor Construction Steel Y 055010-Metal Fabrications Blot 0 - 03 - Spray 071100- Applied Fireproofing B1010 - 02 - Structural B1010FIoor Constructkm Fireproofing Y Steel B1020 Roof Construction B1020 - 01 -Wood Y 06 10 00 - Rough Carpentry A1030-01 - SOG 112010 Exterior W ells B2010-02 - Y 07 27 26 - Fluid Applied Membrane P r Items-Y2010-01 - Sheathing Waterproofing 07 62 00 - Sheetmetal Flashing & Trim 07 91 00 - Preformed Joint Seals 07 92 00 - Joint Sealants B2010 Exterior Walls B2010-03-Spray Y 07 21 19 - Foamed -in -Place Insulation Insulation �131020-01-Wood Construction B2010 Exterior W ells B2010-04 - Face Brick N N/A as of 1/16123 B2010i - Sheathing, B2010A2- Watemroofng B2010 Exterior W ails B2010-05 - Fiber Camai 07 46 46 - Fiber Cement Siding B2010-01 - Sheathing, Siding 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemroif g B2010 Exerior W ells B2010-06 - Formed N 07 42 13 - Formed Metal Wall Panels B2010-01 - Sheathing, Metal Wall Panels 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemmofno B2020 Exterior Windows B2020-01 - Exterior Y 07 62 00 - Sheetmetal Flashing & Trim B1020-01-Wood Glaang 07 92 00 - Joint Sealants Construction, B2010-02 084113-Aluminum-Framed Entrances and -Waterproofing Storefronts 08 44 13 - Glazed Aluminum Curtain Walls 08 56 63 - Security Windows with Intergral Blinds 08 80 00 - Glazing 08 7100 - Door Hardware B2030 Exterior Doors B2030-01 - Exterior N 08 11 13 - Holbw Metal Doors and Frames B2010-01 - Sheathing, Doors 08 71 00 - Door Hardware B2010-02 - Waterproofing B3010 Roof Coverings B3010-01 - TPO Roofing Y 07 54 00 -Thermoplastic Polyolefin (TPO) Roofing B1020 - 01 - Wood 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 71 29 - Manufacturered Roof Expansion Joints 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3010 Roof Coverings B3010-02 - Standing Y 07 4100 - Standing Seam Metal Roof Panels B1020-01 -Wood Seam Metal Roofing 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3020 Roof Openings B3010-03 - Skylights Y 08 62 00 - Unit Skylights B1020-01 -Wood C1010 Partitions IC1010-01-Gypsum I I092116- Gypsum Board Assemblies B1020-01-Wood Partitons Const"'t— 0 Copyright 2019 The Whiling -Turner Contracting Company. All rights reserved. Last Updated: 01/18/23 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Storefronts Partitions 08 80 00 - Glazing 08 59 19 - Medical Pass Windows C1010 Partitions C1010-03-Firestopping IY 07 84 13 - Penetration Firestopping C1010-01 - Gypsum 07 84 43 - Joint Firest... in. Partitions V 08 11 13 - Hollow Metal Doors and Frames C1010-01 - Gypsum 081419-Plastic-Laminate-Flush Wood Doors Partitions 08 34 56 - Ligature -Resistant Sliding -Door -System 08 7100 - Door Hardware C1020 Interior Doors C7020-01 - DFW C7020-02 - Overhead V 08 33 23 - Overhead Coiling Doors C1010-01 - Gypsum C1020 Interior Doors Coilinq Door Partitions C1020-03 - ModernFold I V N/A as of V16123 C1010-01 -Gypsum C1020 Interior Doors Door Partitions C1030 Filings C1030-01 - Mi h V 114 16 - Plastic-Laminale Clad Architectural C1010-01 - Gypsum Cabicets Partitions 12 36 63 - Solid Surfacing Fabrications 12 64 26 - Upholstered Seal C1030 Filings C1030-02 - Lockers I V 10 51 23 - Plastic Laminate Clad Lockers C1010-01 - Gypsum 0526 -Plastic Lockers Partitions C1030 Filings 71030-03 - Specialties Y 08 83 00 - Mirrors C1010-01 - Gypsum 10 11 00 - Visual Display Units Partitions 02 00 -Toilet Accessories 10 41 16 - Emergency Key Cabinet 10 44 00 - Fire Protection Specialties C1030 Fillings C1030-04 - Signage IY 10 14 00 -Room Identfication Signage 10 14 19 - Dimensional Letter Signal 10 14 73 - Painted Signal C1030 Filings C1030-05 - Window Y 12 24 13 - Roller Window Shades C1010-01 - Gypsum Shades Partitions C1030 Fillings C1030-06-Gym IV 1166 00 - Gymnasium Equipment Last Updated: 01/18/23 C3010 Wall Finishes C3010-01 - Painting 09 91 23 - Interior Painting C1010-01 - Gypsum IY 099653 - Elas6merio Coatings Partitions 09 96 59 - High -Performance Coatings C3010 Wall Finishes C3010-02 - Wall V 097200-Wall Coverings C1010-01-Gypsum Coverings Partitions, C3010-03 - Wall Protection C3010 Wall Finishes C3010-03 - Wall Y 09 7121 - Solid Surface Wall Panels C10111-01 - Gypsum Protection 066400 - Plastic Paneling Partitions, C3010-02 - 10 26 00 - Wall Protection Wall Coverings C3010 Wall Finishes C3010-04 - Wood IV 061000-Rough Carpentry C1010-01 - Gypsum Paneling 06 10 53 - Misc Rough Carpentry Partitions C3020 Floor Finishes C3020-01 - Resilient Y 03 54 16 - Hydraulic Cement Underlayment A1030-01 - BOG Flooring 09 05 61 - Moisture Vapor Emission & Alkalinity Control 09 65 13 - Resilient Base & Accessories 09 65 16 - Resilient Sheet Flooring 09 65 19 - Reslllent Tile Flooring 0165 66 - Resilient Athetic F'O'l C3020 Floor Finishes C3020-02 - Tiling Y 4 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG 09 05 61 - Moisture Vapor Emission & Alkalinity Control 113111 - Tiling C3020 Floor Finishes C3020-03 - Resinous V 5 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG Flooding 09 05 61 - Moisture Vapor Emission & Alkalinity Con rot 09 67 23 - Resinous Flooring C3020 Floor Finishes C3020-03 -Entrance IY 12 48 13 - Entrance Floor Mats and Frames A1030-01 - SOG Floor Floor Mats C3030-01 - Ceiling V 09 21 16 - Gypsum Board Assemblies C3030 CallingFinishes Finishes 09 51 13 - Acoustical Panel Ceilings 20 Plumbing r D2010 Plumbing Fbdures D2010-01 - Plumbing V 22 40 00 - Plumbing Fbdures Fbdures 22 05 18 - Escutcheons for Plumbinm Piping 22 05 13 - Common Motor Requirements for Plumbing Equipment 22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping 22 05 23 -Ball Valves for Plumbing Piping 22 05 29 - Hangers and Supports for Plumbing Piping & Equip 22 05 53 - Identification for Plumbing Piping & Equip 22 07 19 - Plumbing Pipe Insulation D2020-01 - Domestic 22 11 16 - Domestic Water Piping D2020 Domestic Water Distribution Water Piping Rough V 22 11 19 - Domestic Water Piping Specialties 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 System (Uniformat Level 3) Definable Feature of Work z PREPARATORY PHASE Pre -installation Pre -installation 'Z Meeting Meeting U ted DFoW. (date scheduled) Completed (date) 22 OS 19 -Meters and Gages for Plumbing Piping Mock-up Required Mock-up Completed (date) INITIAL PHASE Anticipated Construction Start FlrstWork Inspection Required First Work Inspection Completed (date) 15 Responsible Whiting -Turner 03 Contractor Responsible Comment 22 05 29 - Hangers and Supports for Plumbing Piping & Eq wp. 22 05 53 - Identdicabon for Plumbing Piping & Equip 22 08 00 - Commissioning of Plumbing D2020-02 - Water 22 33 00 - Electric, Domestic -Water Heaters D2020 Domestic Water Distribution Equipment Y 22 13 16 - Sanitary W alse and Vent Piping 22 13 9 - Sanitary Waste Piping Specialties 22 05 29 - Hangers and Supports for Plumbing Piping & Equip. D2030-01 - Sanitary 22 05 53 - Identdicabon for Plumbing Piping & D2030 Sanitary Waste Piping Fri Y Equip r D3030 Cooling Generating Systems D3030-01 - HVAC Y 2305 13 - Common Motor Requlrmenls for HVAC Equipment Equip 23 OS 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Equipment 23 34 16 - Centrifugal HVAC Fans 23 34 23 - HVAC Power Ventilators D3040 Distribution Systems D3040-01 - HVAC Y 23 05 53 - Identification for HVAC Piping 8 Ductwork & Components Equipment 23 07 13 - Duct Insulation 23 31 13 -Metal Ducts 23 33 00 - Air Duct Accessories 23 33 46 - Rentals Ducts 233533 - Listed Kitchen Ventilation System Exhaust Ducts 23 37 13 - Air Ddfusers 2337 13.43 - Security Registers and Grilles D3040 Distribution Systems D3040-02 - HVAC Piping Y 23 05 17 - Sleeves and Sleeve Seals for HVAC & Components Piping 23 05 18 - Escutcheons for HVAC Piping 23 05 29 - Hangers and Supports for HVAC Piping 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Piping 23 07 19 - HVAC Piping Insulation 23 21 13 - Hydronic Piping 23 23 00 - Refrigemnt Piping D3050 Terminal & Package Units D3050 - Terminal & Y 23 05 13 - Common Motor Requirements for Package Units HVAC Equip 23 05 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identrflcabon for HVAC Equipment 23 360 -Air Terminal Units 23 74 16.11 - Packaged, Rooftop Air -Conditioned Units 23 81 26 - Split -System Air Conditioners D3060 Control 8 Instrumentation D3060-01 - HVAC Y 23 08 23 - Instrumentation and Control for HVAC Controls Svstems D3070 Systems Testing & Balancing D3070-01 - TAB Y 23 05 93 - Testing, Adjusting, and Balancing for HVAC 40 Fire r D4010 Sprinklers Protection D4010-01 - Fire Sprinkler Y 21 05 13 - Common Motor Requirements for Fire System Suppression Equip 21 05 17 - Sleeves & Sleeve Seals for Plumbing Piping 21 05 18 - Escutcheons for FP Pipit 21 05 23 - General Duty Valves for FP Piping 21 05 53 - Identification for FP Piping & Equip 21 13 13 -Wet-Pipe Sprinkler Systems r 1 - 21 13 16 - Dry -Pipe Sprinkler Systems 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 Diabmpbgn Syatema 26 05 53 - Idenbflcat— for Electrical Systems 26 05 73.13 - Shod Circuit Studies 26 05 73.16 - Cogrdinabon Studies 26 05 73.19 - Arc -Flash Hazard Analysis 26 08 00 - Commissioning of Electrical Systems 26 22 13 - LV Distribution Transformers 26 24 13 - Switchboards 26 24 16 - Panelboards 26 28 13 - Fuses 26 28 6 - Enclosed Switches and Circuit Breakers 26 29 13.03 - Manual and Motor Controllers D5010 Electrical Service & Distribution D5010-02 - Generator & Y 26 32 13.13 - Diesel Emergency Engine ATS Generators 26 36 00 - Transfer Switches D5020 Lighting and Branch Wiring D5020-01 - Lighting and V 26 05 19 - LV Electrical Power Conductors & Branch Wiring Cables 26 05 26 - Grounding and Bonding for Electrical Systems 26 05 29 - Hangers & Supports for Electrical Systems 26 05 33 - Raceway and Boxes for Electrical Systems 26 0544 - Sleeves and Sleeve Seals for Electrical 26 05 53 - Identification for Electrical Systems 26 43 13 - Surge Protection for LV Power Circuits D5020 Lighting and Branch Wiring D5020-02 - Interior V 26 27 26 - Wiring Devices Fbdures & Devices 26 51 00 - Interior Lighting D5030-01 - Y 27 05 26 - Grounding and Bonding for Communications & Communications Systems Security Systems 27 05 28 - Pathways for Communication Systems 27 15 13 - Communications Hor writal Cabling 5030 Communications & Security 2120 00 - Security and CCTV D5030-02 - Nurse Call Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems 27 52 23 - Nurse Call Code -Blue Systems 55nn ((''�(j j� jV� D5Al� e er Elecrl el S& Sao my yalems D5090-01 -Fire Alarm Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems E Equipment and Furnishings 28 46 21.11 -Addressable Fire Alarm Systems E20 Furnishings E2010 Faetl Furnishings EZu17 1 - Site Fencing N N/A as of 1/16/23 E2010 Ficetl Furnishings E2010-02 - Site N N/A as of 1/16/24 Special Construction & Demolition Furnishings ConstructionF10 Special F1010 SpecialStructures Y 13 34 00 -Metal Buildlno System A1030-01 - SOG F1010-01 - PEMB F7010-02 - Courtyard N/A as of 1116123 A-30-0 SOG F1010 S ecre ial Structus Shade System Y G10 Site Preparation G1010 Sde Clearing G1010 - 01 N Aloha Geotechnical Reood Alpha Geotechnical Report A1010-01, A1-1 G1030 Site Earthwork ss; G 1030 - 01 V 31 23 00 - Excavation and Fill G2010 Roadways G2010 - 01 V Alpha Geotechnical Report 03 1100- Concrete Forming 032000 -Concrete Reinforcing03 30 00 - Cast In Place Concrete 03 Concrete Finishing 01030-01 G2020 Parking Lots G2020 - 01 N Alpha Geotechnical Report 03 11 00 - Concrete Forming 0320 00 - Concrete Reinforcing 0330 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing G1030-02 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Project: HCA Behavioral Health Hospital - FTW G3010 Water Supply G3010-01 - Water G3020 Sanitary Sewer G3020-01 - Sanitary Sewer G3030 Storm Sewer G3030-01-Storm Sewer G3060-01 - Natural Gas G3060 Fuel Distribution Natural Gas Plpinq 94010 Electrical Distribution IL G4010-01 - Site Electrical G4020 Site Lighting G4020 - Site Lighting G4030 SR. Communications & Security Definable Features of Work Log Last Updated: 01/18/23 rvPre r:1 'N"I'Aas'ofl/16123 PREPARATORY PHASE -Installation Pre -Installation Meeting Meeting Related DFoWs (date scheduled) Completed (date) Mock-up Required Mack -up Completed (date) INITIAL PHASE Anticipated Construction Start First Work Inspection Required First Work Inspection c Responsible Whiting -Turner Completed (date) ct Contractor Responsible Comment ---- 0330 0 - Cast In Piece Concrete ---- G 010-01 ---- ---- N/A a of 1116124 ---- N/A sofl/16125 ---- r r r.r ---- Electrical Svsterns ____ © Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Testing and Inspections Log Projec #019747 HCA Behavioral Health Hospital FW Last Updated 1/12/2023 0 Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. Page 1 of 1 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Job #: Date: Purpose Job Name: ITT n The Quality Planning Meeting is held by the Project Team with the regionally dedicated Quality Manager (RDQM) shortly after project award prior to start of subcontracted work. The meeting is to review project -specific quality management requirements and best practices, as well as plan strategies for successful development and execution of the Project -Specific Quality Management Plan (PSQMP). The meeting will include a review of processes and protocols to be used throughout the project, including definition of quality health metrics to be used to meet quality goals set on the project. In the meeting, the team will also define roles and responsibilities, define and understand expectations and identify critical Definable Features of Work (DFoWs). The Quality Planning Meeting will be attended by the project's lead Project Manager, lead Superintendent, Quality Manager/Coordinator, RDQM, and other available project team members. Objectives 1. Reinforce our culture of Quality as a foundation for project success with project team members and the RDQM 2. Understand the Policy and Program & how to customize the Project -Specific Quality Management Plan (PSQMP) 3. Review the project scope and schedule - discuss how to set expectations and integrate quality planning 4. Define quality success and discuss how it will be measured using appropriate processes and protocols 5. Identify quality management roles and responsibilities 6. Identify Definable Features of Work and Method of Tracking and/or Record -Keeping 7. Determine resources needed by the project team to execute the PSQMP Attendees Name Position Lead Project Manager Lead Superintendent Project -Specific Quality Coordinator/Manager Regionally Dedicated Quality Manager (Senior Leader) (Other Project Team Member) Page 1 of 5 I= DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Quality Planning Meeting - AGENDA Wr � QUALITY � MANAGEMENT TT" Quality Management Overview Note: Presentation resources for this overview are available to RDQMs on the Quality Management SharePoint site. 1. Review the Whiting -Turner Quality Management Policy and Program 2. Review the 3-Phases of Quality 3. Discuss Definable Features of Work (DFoW) and what can make them "Critical' or priority Notes or Links: Project -Specific Quality Management Plan (PSQMP) Note: Project team should have reviewed the QMP template prior to the meeting and is encouraged to have a draft QMP prepared for review/discussion. 1. Template and Introduction 2. Plan Administration 3. Planning and Execution (including 3 Phases of Quality) 4. Third -Party Inspections 5. Trade -Specific Quality Management Plans (TSQMPs) 6. Design Integration Management and Coordination (including Constructability Review) 7. QM Integration with Other Project Processes 8. Project -Specific Special Processes 9. Proactive Project Quality Culture 10. Appendix Documents to Include 11. Whiting -Turner Project Support Documents Notes or Links: Project Scope & Schedule 1. Project team gives overview of scope of work 2. Project team gives overview of project schedule 3. Discuss status of design documents or Page 2 of 5 I= DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Quality Planning Meeting - AGENDA 7VVr � QUALITY � WMANAGEMENT HffING-TURNER 4. Discuss process and software/tracking method project team will use for document control Notes or Links: Define Quality Success 1. How does the project team define quality? 2. How does the Client define quality? 3. How does the design team define quality? 4. Discuss how Whiting -Turner's plan will ensure expectations are met 5. Identify how success will be measured 6. How will the project celebrate quality success? Notes or Links: Identify Roles & Responsibilities 1. Whiting -Turner 2. Design Team 3. Client 4. Third -Party Inspectors 5. Authorities Having Jurisdiction (AHJs) 6. Trade Subcontractors 7. Other Project Stakeholders Notes or Links: Page 3 of 5 I= DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Quality Planning Meeting - AGENDA QUALITY. TTTM MANAGEMENT Resources 1. Has the project team engaged the applicable Industry Excellence National Coordinator, Industry Specialist, and Cost Specialist? 2. How can the Regional Dedicated Quality Manager (RDQM) help and support the project team? 3. Which Division of Work Leaders, Coordinators, and Subject Matter Experts (SMEs) would be helpful to the project team? 4. Are any outside resources needed? 5. What published resources can the team use for critical features of work? Notes or Links: Definable Features of Work (DFoW) Note: Project team may use this section to draft a list of identified DFoWs to be tracked through the 3 Phases of Quality and to determine appropriate methods of tracking for the project duration. 1. What are our "Critical' Definable Features of Work? 2. What other DFoWs should be prioritized? 3. For Critical and prioritized DFoWs, what method will we use to list and track them through the 3 Phases of Quality? Notes or Links: Action Items for Next Meeting Note: Assigning personnel responsible for action and due date is important for verification of follow-up to items discussed in the Quality Planning Meeting. Actions from the meeting should be reviewed for closure by the agreed date(s). EXAMPLE ACTIONS: Project team completes and distributes Project -Specific Quality Management Plan (PSQMP); Project team finalizes identification of DFows to be tracked through the 3 Phases of Quality and sets up tracking method; RDQM helps connect project team to Whiting -Turner resources. RDQM reviews PSQMP and DFoW list/tracker and provides comments back to the team Description Note or Assigned To Due Date Completion Action? (Name/Company Date I Page 4 of 5 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Page 5 of 5 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT F SUBCONTRACTOR PLAN FOR COVID-19 This subcontract was executed during the worldwide pandemic of the coronavirus (COVID-19), as declared by the World Health Organization (WHO) in March 2020. In response to the COVID-19 pandemic and in accordance with the guidance of public health authorities, Subcontractor is required to reasonably cooperate with and, to the extent applicable, comply with all applicable Jobsite COVID Protocols for the Project. Subcontractor is further required to provide Whiting -Turner with Subcontractor's infectious disease preparedness and response plan for the Project which, at a minimum, ensures that Subcontractor will follow all applicable WHO, CDC, OSHA, and local, state anJ federal orders and regulations and project -specific requirements as it pertains to the performance of their scope of work in light of COVID19. Specifically, Subcontractor's infectious disease preparedness and response plan must specifically identify how Subcontractor will satisfy applicable requirements in the following areas: • Responsibilities of managers, supervisors and employees • Basic infection prevention measures for all workers regardless of exposure risk including but not limited to: o Hygiene protocols including but not limited to hand washing, etc. o Stay -home -when -sick protocols o Respiratory etiquette o Avoiding close contact with people who are sick o Social/physical distancing strategies • Training and project orientation procedures including but not limited to: o Understanding symptoms of COVID-19 • Jobsite exposure situations and stay-at-home and do -not -come -to -work protocols including but not limited to: o Employee experiencing COVID-19 symptoms o Employee tests positive for COVID-19 o Employee has close contact with an individual who has tested positive for COVID-19 o Employee return -to -work procedures o Confidentiality • Project staffing strategy to both adequately staff the project and limit exposure (e.g., dividing crews, etc.) • Jobsite protective measures including but not limited to: o General safety policies and rules o Office and jobsite sanitation o Meeting protocols o Personnel and work area sanitation protocols o Equipment and tool usage protocols o Common drink source/watercooler protocols o Jobsite visitors o Delivery procedures o PPE program including but not limited to mask, glove, respirator and eye protection use o Lift and hoist use o Stair, common corridor and tight workspace, etc. use o Breaktime and lunch policies o Work practice controls including but not limited to housekeeping and dust control, etc. o Personnel wellness check procedures including but not limited to: • Self -reporting • Temperature checks, if applicable • Employee questionnaires and wellness checklists • Travel inquiries • Contact tracing • To mitigate the spread and exposure of COVID-19, Subcontractor will follow CDC recommendations, project -specific requirements, and all other applicable federal, state and local orders, including restrictions and self -quarantining requirements and will determine, to the best of their ability, that each employee is cleared to work that day including but not limited to: • Employee is not experiencing any symptoms of COVID-19 including without limitation fever, shortness of breath or loss of taste or smell • Employee has not traveled internationally or in a high -risk area domestically over the past 14 days outside of the employee's typical commute SC38 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 (Exhibit Revised 3/2020) • Employee has not had prolonged, unprotected, close contact (without proper PPE) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 • Employee has not had direct contact with infectious secretions (been coughed/sneezed upon) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 o Jobsite social/physical distancing including but not limited to strategies for integrating social/physical distancing into activity hazard analysis: • Engineered controls • Administrative controls — work process changes • PPE • Jobsite cleaning and disinfecting protocols including but not limited to: o Jobsite trailers and break areas o Trash collection o Sanitary facilities, if applicable o Vehicles, tools and equipment o Sanitizing equipment and supplies program o Material Safety Data Sheets • Travel restrictions (e.g., public transportation, etc.) • Procedures and protocols for unique project conditions including but not limited to occupied buildings, facilities with high -risk residents (e.g., healthcare, senior living), public interface, etc. • Job suspension procedures • Project start-up/return to shuttered project procedures • Supply chain monitoring/continuity plan • Record keeping program including but not limited to internal, external and OSHA The guidelines set forth herein are based on current public health guidance (as of April 3, 2020). Any requirements which are contingent on the pandemic declaration including without limitation those pertaining to medical inquiries and examinations, shall be deemed to lapse when the WHO declares an end to the COVID-19 pandemic, or such other time as may be required by applicable law. SC39 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT G DRAWING & SPECIFICATIONS LOG SC28 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Drawing Log N N O N r-I H dp S N \ n 3 r co o v N N Sheet tw Number Title j a IGOO-00 COVER SHEET X IG01-01 LIFE SAFETY PLAN - LEVEL ONE - OVERALL X G02-01 FEC PLAN X CIVIL IC0.0 COVER SHEET IC0.1 GENERAL NOTES X IC1.1 DEMOLITION PLAN X IC2.0 DIMENSIONAL CONTROL PLAN X IC2.1 DIMENSIONAL CONTROL PLAN X IC2.2 DIMENSIONAL CONTROL PLAN X IC2.3 DIMENSIONAL CONTROL PLAN X IC2.4 DIMENSIONAL CONTROL DETAILS X IC2.5 OVERALL GRADING PLAN X IC3.0 GRADING PLAN X IC3.1 GRADING PLAN X IC3.2 GRADING PLAN X IC3.4 GRADING PLAN X IC3.5 DETAILED GRADING X IC4.1 EXISTING DRAINAGE AREA MAP IC4.1 STORM SEWER PLAN X IC4.2 PROPOSED DRAINAGE AREA MAP IC4.3 STORM SEWER PLAN IC4.4 HGL CALCULATIONS IC5.1 OVERALL UTILITY PLAN X IC5.2 WATER PLAN IC5.3 SANITARY SEWER PLAN IC6.1 PAVING PLAN X IC6.2 PAVING DETAILS X IC7.1 EROSION CONTROL X IC7.2 EROSION CONTROL DETAILS IC.001 SEWER LINES SS-1 PLAN & PROFILE X IC.002 WATER PLAN & PROFILE W-1 X C.003 WATER PLAN & PROFILE W-1 X L0.01 L0.02 LANDSCAPE URBAN FORESTRY - PHASE 1 URBAN FORESTRY -TREE TABLE X DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 IS02-01C FOUNDATION PLAN - SEGMENT C X IS02-01D FOUNDATION PLAN - SEGMENT D X IS02-01E FOUNDATION PLAN - SEGMENT E X IS02-02 CANOPY FOUNDATION PLANS IS03-01 OVERALL ROOF FRAMING PLAN X IS03-01A ROOF FRAMING PLAN -SEGMENTA X IS03-01B ROOF FRAMING PLAN - SEGMENT B X IS03-01C ROOF FRAMING PLAN - SEGMENT C X IS03-01D ROOF FRAMING PLAN - SEGMENT D X IS03-01E ROOF FRAMING PLAN - SEGMENT E X IS04-00 TYPICAL FOUNDATION DETAILS X IS04-01 FOUNDATION DETAILS X IS05-01 TYPICAL WOOD SCHEDULES AND DETAILS X IS05-02 TYPICAL SHEAR WALL SCHEDULE AND DETAILS X IS05-03 TYPICAL WOOD DETAILS X IS05-04 TYPICAL ROOF FRAMING DETAILS X IS05-05 ROOF FRAMING DETAILS X IS05-06 ROOF FRAMING DETAILS X 506-01 TRUSS ELEVATIONS X ARCHITECTURAL IA01-00 STANDARDS AND SYMBOLS X IA01-01 SITE PLAN X IA01-11 ENLARGED SITE PLANS AND DETAILS X IA02-00 WALL & PARTITION TYPES AND UL ASSEMBLIES X IA02-01 FLOOR PLAN - LEVEL ONE - OVERALL X IA02-01A FLOOR PLAN - LEVEL ONE - SEGMENT A X IA02-01B FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02-01C FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02-01D FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02-01E FLOOR PLAN - LEVEL ONE - SEGMENT E X IA02-03 ROOF PLAN OVERALL X IA02D-00 OVERALL DIMENSION PLAN X IA02D-01A DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENTA X IA02D-01B DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02D-01C DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02D-01D DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02D-01E DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT E X IA03-01 REFLECTED CEILING PLAN - LEVEL ONE - OVERALL X IA03-01A REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT A X IA03-01B REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT B X IA03-01C REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT C X IA03-01D REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT D X IA03-01E REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT E X IA03-10 RCP DETAILS X IA04-00 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA04-01 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA05-01 EXTERIOR ELEVATIONS X IA05-21 PARTIAL ENLARGED EXTERIOR ELEVATIONS X IA06-01 BUILDING SECTIONS X IA06-02 ,BUILDING SECTIONS X DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 MECHANICAL IM0.01 MECHANICAL SYMBOLS, LEGENDS, AND GENERAL NOTES X IM2.01 MECHANICAL DUCTWORK PLAN -SEGMENT A X IM2.02 MECHANICAL DUCTWORK PLAN - SEGMENT B X IM2.03 MECHANICAL DUCTWORK PLAN - SEGMENT C X IM2.04 MECHANICAL DUCTWORK PLAN - SEGMENT D X IM2.05 MECHANICAL DUCTWORK PLAN - SEGMENT E X IM2.06 MECHANICAL ROOF PLAN -SEGMENTA X IM2.07 MECHANICAL ROOF PLAN - SEGMENT B X IM2.08 MECHANICAL ROOF PLAN - SEGMENT C X IM2.09 MECHANICAL ROOF PLAN - SEGMENT D X IM2.10 MECHANICAL ROOF PLAN - SEGMENT E X IM4.01 MECHANICAL CONTROLS X IM4.02 MECHANICAL CONTROLS X IM4.03 MECHANICAL CONTROLS X IM4.04 MECHANICAL CONTROLS X IM6.01 MECHANICALSECTIONS X IM6.02 MECHANICAL ENLARGED PLAN X IM6.03 MECHANICAL ENLARGED PLAN X IM6.04 MECHANICAL ENLARGED PLAN X IM6.05 MECHANICAL ENLARGED PLAN X IM6.06 MECHANICAL ENLARGED PLAN X IM8.01 MECHANICAL SCHEDULES X IM8.02 MECHANICAL SCHEDULES X IM8.03 MECHANICAL SCHEDULES X IM8.04 MECHANICAL SCHEDULES IM9.01 MECHANICAL DETAILS X M9.02 MECHANICAL DETAILS X f-if-T ►i:1r��u IE0.01 ELECTRICAL SYMBOLS, LEGENDS AND GENERAL NOTES X IE1.01 ELECTRICAL SITE PLAN X IE2.02 ELECTRICAL LIGHTING PLAN - SEGMENT A IE2.03 ELECTRICAL LIGHTING PLAN - SEGMENT B IE2.04 ELECTRICAL LIGHTING PLAN - SEGMENT C IE2.05 ELECTRICAL LIGHTING PLAN - SEGMENT D IE2.06 ELECTRICAL LIGHTING PLAN - SEGMENT E IE3.02 ELECTRICAL POWER PLAN - SEGMENT A X IE3.03 ELECTRICAL POWER PLAN - SEGMENT B X IE3.04 ELECTRICAL POWER PLAN - SEGMENT C X IE3.05 ELECTRICAL POWER PLAN - SEGMENT D X IE3.06 ELECTRICAL POWER PLAN - SEGMENT E X IE3.07 ELECTRICAL ROOF PLAN X IE6.01 ELECTRICAL ENLARGED PLANS X IE6.02 ELECTRICAL POWER PLAN - GYM & ENLARGED SITE PLAN X IE6.04 ENLARGED KITCHEN POWER PLAN X IE7.01 ELECTRICAL ONE -LINE DIAGRAM X IE7.02 EMERGENCY ELECTRICAL ONE -LINE DIAGRAM X IE7.03 GROUNDING ONE -LINE DIAGRAM IE8.01 ,PAN ELSCHEDULES DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 IT6.02 ELECTRICAL LOW VOLTAGE PLANS X IT8.01 LOW VOLTAGE SCHEDULES IT8.02 LOW VOLTAGE SCHEDULES IT9.01 LOW VOLTAGE DETAILS T9.02 LOW VOLTAGE DETAILS PLUMBING IFP0.01 FIRE PROTECTION SYMBOLS, LEGENDS AND GENERAL NOTES X IFP2.01 FIRE PROTECTION PLAN -SEGMENTA X IFP2.02 FIRE PROTECTION PLAN - 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EXISTING CONDITIONS 022000 IGEOTECHNICAL DATA X N N O N r-I N n O1 V1 0 P as 0 a DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING X 076200 SHEET METAL FLASHING AND TRIM X 077100 ROOF SPECIALTIES X 077129 MANUFACTURED ROOF EXPANSION JOINTS X 077200 ROOF ACCESSORIES X 077253 SNOW GUARDS X 078100 APPLIED FIRE PROTECTION 078413 PENETRATION FIRESTOPPING X 078443 JOINT FIRESTOPPING X 079100 PERFORMED JOINT SEALS X 079200 JOINT SEALANTS X (DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES X 081119 STAINLESS STEEL DOORS AND FRAMES X 081424 PLASTIC -LAMINATE -FACED WOOD DOORS X 083113 ACCESS DOORS AND FRAMES X 083114 SECURITY ACCESS DOORS AND FRAMES X 083323 OVERHEAD COILING DOORS X 083456 LIGATURE RESISTANT SLIDING DOOR SYSTEM X 084113 ALUMINUM -FRAMED ENTRANCES AND STOREFROTNS X 084413 GLAZED ALUMINUM CURTAIN WALLS X 085619 MEDICAL PASS WINDOWS X 085653 SECURITY WINDOWS WITH INTEGRAL BLINDS X 086200 UNIT SKYLIGHTS X 087100 DOOR HARDWARE X 087113 AUTOMATIC DOOR OPERATORS X 088000 GLAZING X 088300 MIRRORS X 089119 FIXED LOUVERS X IDIVISION 09 - FINISHES 090561 MOISTURE VAPOR EMISSION AND ALKALINITY CONTROL 092116 GYPSUM BOARD ASSEMBLIES 093000 TILE 095113 ACOUSTICAL PANEL CEILINGS 096513 RESILIENT BASE AND ACCESSORIES 096516 RESILIENT SHEET FLOORING 096519 RESILIENTTILE FLOORING 096566 RESILIENT ATHLETIC FLOORING 096723 RESINOUS FLOORING 097200 WALL COVERINGS 097816 SOLID SURFACE WALL PANELS 099121 INTERIOR PAINTING 099653 ELASTOMERIC COATINGS 099659 HIGH PERFORMANCE COATINGS DIVISION 10 -SPECIALTIES 101100 VISUAL DISPLAY UNITS 101400 INTERIOR SIGNAGE 101419 DIMENSIONAL LETTER SIGNAGE 101473 PAINTED SIGNAGE 102600 WALL PROTECTION 102800 TOILET ACCESSORIES 104116 EMERGENCY KEY CABINET 104400 FIRE PROTECTION SPECIALTIES DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT X 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT X 220719 PLUMBING PIPING INSULATION X 220800 COMMISSIONING OF PLUMBING 221116 DOMESTIC WATER PIPING X 221119 DOMESTIC WATER PIPING SPECIALTIES X 221123 DOMESTIC WATER PUMPS X 221316 SANITARY WASTE AND VENT PIPING X I22 13 19 SANITARY WASTE PIPING SPECIALTIES X 223300 ELECTRIC, DOMESTIC -WATER HEATERS X 22 40 00 PLUMBING FIXTURES DIVISION 23 - HEATING, VENTILATION & AIR CONDITIONING 23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC X 230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING X 230518 ESCUTCHEONS FOR HVAC PIPING X 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT X I23 05 48.13 VIBRATION CONTROLS FOR HVAC X 230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT X 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC X 230713 DUCT INSULATION X 230719 HVAC PIPING INSULATION X 230923 DIRECT DIGITAL CONTROL (ddc) SYSTEM FOR HVAC X 232113 HYDRONIC PIPING X 232300 REFRIGERANT PIPING X 233113 METAL DUCTS X 233300 AIR DUCT ACCESSORIES X 233346 FLEXIBLE DUCTS X 233416 CENTRIGUGAL HVAC FANS X 233423 HVAC POWER VENTILATORS X 233533 LISTED KITCHEN VENTILATION SYSTEM EXHAUST X 233600 AIR TERMINAL UNITS X 233713 AIR DEVICES X I23 37 13.43 SECURITY REGISTERS AND GRILLES X I23 74 16.11 PACKAGED, ROOFTOP AIR-CONDITIONING UNITS X 23 81 26 SPLIT -SYSTEM AIR -CONDITIONERS X DIVISION 26 - ELECTRICAL 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL X I26 05 00.01 DIVISION COORDINATION X 260519 LOW VOLTAGE ELEC. POWER CONDUCTORS & CABLES X 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS X 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS X 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS X 260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL X 260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING X 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS X I26 05 73.13 SHORT-CIRCUIT STUDIES X I26 05 73.16 COORDINATION STUDIES X I26 05 73.19 ARC -FLASH HAZARD ANALYSIS X 260800 COMMISSIONING OF ELECTRICAL SYSTEMS X 262213 LOW -VOLTAGE DISTRIBUTION TRANSFORMERS X 262413 SWITCHBOARDS X 262416 PANELBOARDS X 262726 WIRING DEVICES X DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT H PROJECT SCHEDULE SC29 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Actwity ID Activity Name Ongimal I Start Duration IFinish Actual Work M Critical Remaining W.. I Remaining Work ** Milestone 20-Feb-23 Total Float 1�FM A M i A S N D i F MA I M i 1, 1 1210111112�j 0101112�310111212�oliIll2�0101112�(L 3101 11212�011111210101112�210111112�0111112I310111212�0111112�011I112I31011121210111112y0101112�3LOIJ112(2�OjlA 2, 0,[1)� 1 -24, C 11-Jo1-24, Milk GMPApproval Notice to Proceed ♦ Constriction Start ............ ----------------------------- --------- -------- --------- --------- --------- --------- --------- --------- -,IV Ra 'nwat ions omplete --------- -------- ------------------- ♦ Structure Complete ♦ Dry -In Date ♦ Envelope Complete ♦ 80% TDSHS Inspection ------------------- --------- ----------- --------- --------------------------- mmb� :Weather bays ♦ Tqo * Certificate of Oa * 100% JDSHS Ir ♦ Grauld Operur n n 9 ---------------- F -------- 1 -------------------- T --------- -------------------- T --------- --------- -------- ------------------- W Grading Permit Received) Building: Permit Reiview Issue for Permit Drawings Issued 110:!!o: OwnertoSubmi n-C ........ !w ................. me CFARev r r r r r 0 CFAPeITnftRecisvecI 13-Apr-23, PreConstnj4icm i i-Apr-24, l:onsrtnjction 10-0ct-23, $fteWork ------------------ --------- -------- --------•-------- Site Mobilization ------------------- ------- -- [:I Site ([ear & Grub :1 SWPPP Moisture Conditionitig IIIIIIIIIIIIIIIIm-D MassGrading I I I ---- --------- --------- --------- ------- ------- ------ ------- ------------------------ 1 --------- -------- ------------------ EM Waste Water Storm Water C= Domestic Wafer (Private) Dorriestic Wate r (Public): --- F -------- 1 -------------------- T ------------------------------- T --------- ------------------ ------------------------- elecom --------- -------- --------- I ---------- Natural Gas: 19-Od-23, Permanent Power 0 Seca ndary EleUric, Pull Wire Make 7arryinationq I-------------Pdma-�E--e-c--r-c-- -------- --------I- -- --------I- -------I- -------- --------I---------I-------- r ---------I-------- PINCOR Wire Pulls: 0 Excavake/ForrntPourGrade:Beams E] Void Forms & Backfill 0 Final Grading: I---------- --------- ---------- L -------- -------- ---------- L -------- t ---------- L --------- L -------- t --------- vapor Barrier. --------- -------- ---------- L -------- I SOGRebai&& Inserts: 10! SOG Poiiir#4 13 Set ONCOR Tran)sformer 0 Set Ge6erator ---------- I -------- -------- I --------- -------- --------- -------- -------- E] CMU Installation I ----------- I -------- ---------- I -------- Page 1 of 10 TASK filter: All Activities @ Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 20-Feb-23 D Activity Name Onginal Start Finish Total Float (J F() M A M J J (I A \ S C I ( N ID J F \ M A M \ J (I J A Duratlon 1 112I0I1I112I0I11I2y0I0I1I2I3I0I1I2I2�0I1Ill2y0I0I1I2�301I2I210I1I1I210I0�11212J01112H1�1I2I3I0I1I2I2�0112�01I1I2I3I0I1I2I2I0I1I1I2y0I0I1I2�3I0I1I2I2� 1111� '1 PP1130 Install Door & Hardware 2 13-W-23 16-Oct-23 184 ny al Door a ware PP1140 IPaintCMU I5 13-0d-23 I 19-Oct-23 1 181 ❑ Paint CMU; Foundations 53 27Jun-23 11Sep-23 11Sep-23, Foundations: �► 13 123 D ®®® ' F1000 Drill Piers 12 27-Jun-23 13Jul-23 •F1010` Excavate/Form/Pour Grade Beams 21 05Jul-23 02-Aug-23 F1020 UG Plumbing 17 05Jul-23 27Jul-23 F1030 UG ElectripVTelemm 10 05Jul-23 18Jul-23 F1060 City Inspections 2 26Jul-23 27Jul-23 0 7 3 15 16 7 F1090 Void Forms & Ball 5 03-Aug-23 09-Aug-23 F1100 Final Grading 2 10-Aug-23 11-Aug-23 7 F1110 vapor Barrier 2 14-Aug-23 15-Aug-23 7 F1120 Slab Edge Forms 3 14-Aug-23 16-Aug-23 9 F1130 SOG Reber & Inserts 3 16-Aug-23 18-Aug-23 7 F1170 SOG#1 Pour Date 1 21-Aug-23 21-Aug-23 7 •F1040 UG ElecbicaVTelemm 10 19Jul-23 01-Aug-23 15 F1050 Excavate/Fom✓Pour Grade Beams 20 21Ju1-23 17-Aug-23 0 F1070 UG Plumbing 17 28Ju1-23 21-Aug-23 3 F1140 City Inspections 2 18-Aug-23 21-Aug-23 3 F1150 Void Forms & Badffill 5 18-Aug-23 24-Aug-23 0 F1190 Final Grading 2 25-Aug-23 28-Aug-23 0 F1200 Vapor Barter 2 29-Aug-23 30-Aug-23 0 F1210 Slab Edge Forms 3 29-Aug-23 31-Aug-23 2 F1240 SOG Reber & Inserts 3 31-Aug-23 05Sep-23 0 F1260 SOG #2 Pour Date 1 06Sep-23 06Sep-23 0 F1080 UG EledricaVTeleeom 5 r 02-Aug-23 08-Aug-23 38 F1160 Excavate/Fom✓Pour Grade Beams 8 18-Aug-23 29-Aug-23 21 F1180 UG Plumbing 6 22-Aug-23 29-Aug-23 23 F1220 City Inspections 1 30-Aug-23 30-Aug-23 23 F1230 Void Forms & Ball 3 30-Aug-23 01Sep-23 21 F1250 Final Grading 1 05Sep-23 05Sep-23 21 F1270 vapor Barrier 1 06Sep-23 06Sep-23 21 F1280 Slab Edge Forms 2 06Sep-23 07Sep-23 22 F1290 SOG Reber & Inserts 2 07Sep-23 08Sep-23 21 F1300 St., EXTB1000 SOG#3 Pour Date 1 11Sep-23 70 07Sep-23 Wall Layout 23 11Sep-23 21 18-Dec-23 11Sep-23 103 1 EXTB1010 Steel Erection 23 14Sep-23 0 EXTB1020 Fire Proof Steel 33 727-Sep-23 19Sep-23 0 EXTB1030 Wall Framing 53 26Sep-23 0 EXTB1040 Ederior Sheathing 4 02-0d-23 54 EXTB1050 Wood Truss Install 5 27Sep-23 03-Oct-23 0 EXTB1060 Door Installation 2 27Sep-23 28Sep-23E58EXTB1070 ExteriorWall Penetrations 2 03-W-23 04-Oct-23EM1080 Parapet Walls & Plywood Roof Dedanc 5 04-W-23 11-Oct-23B Install 5 05-Oct-23 12-0ct-23EXTB1100 MEP Roof Penetrations 2 12-Oct-23 13-0ct-23 ,u- , e.p un .twos OW Drill Pier_____, �, Piers 11Sep-23, SOG Pours �1-Aug-23,; Pour#1 (eg B & C{) MEMO Excavate/Form/Ppur Grade!Beams UG Plumbing --------;- ----------;- -im U6 Electrical/Telecom,'------------------- ,--------- ;-------- ;-------- -------------------------------- --------- 1 City Inspections I❑ Void Forms & Bacldill 0 Finai Grading 0 Va{ior Barter: --------;- ----------;- - ,---- Slab Edge Forms--- --------- ---------- -------------------------------------- --------- SQG Rebar& Inserts: SOG#1 Pdur Date 06Sep-23, Pouf #2 (Seg A & D) O UG Eledrical?eleoom -------------- _______----------------- ______________________________________ MEN= Excavate/Foam/Pour Grade Beams 0 UG Plumbing 0 4ity Inspections ■ Void Forms & Badcfill ■ i Final Grading ' 1---------'------------------- --------'------------------ -------- ------------------ I ------- -------1 Vapor -Barrier ;--------�I 6 Slab Edge Forms: r SOG kebar & ldserts I SOG #2 Pour Dhte 1�TI 11Sep-23, Pour#3 (Seg E) --------:- ----------:- - ----U ---- •-- rn-'---------'-'---------'--------'--------•--------------------------------- --------- - - �- - ❑ UG EfedricaVT4lecom � � � � I � - 0; Excavate/Fomn/Popr Grade Oeams ❑i UG Plumbing I; City Inspections Q Void Forms & Baoll :I Final Grading I VapogBarrier 0 Slab Edge Fom1s I S06Rebar&I6serts SOCK #3 Pour pate 1, - '--------- I- - '--------'---------'------------------------I---------'------------------ -------- ------- - -------- $ -------^� --------I -------^� Dec-23, Structure &Envelope I 14Nov-23, Segment B: 0 Wall Layout Steel Erection ■ Fire Proof Steel ------- ------ - - - --- ------ - - - - ----- - - - - -- ------------------*---------------------------*---------------------------------------------- _____■ Wall Framing 10 Extedoi Sheathino 0 Wood Tmss Install I' Door Installation 10 Exterior Wall Perietrations E Parapet Walls # Plywood Roof Dedang p LAWB Install 1 MEP Roof Penetrations', Actual Work M Critical Remaining W.. Page 2 of 10 TASK filter: All Activities 0 Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 tivity ID EM1110 I Activity Name Roof Curbs Duman 1 Start 12-Oct-23 I Finish 12-Oct-23 Total Rost 1 EXTB1120 Flashing Install 4 13-Oct-23 18-Oct-23 54 EXTB1130 Roof Cover Board Install 4 16-Oct-23 19-Oct-23 0 EXTB1140 Window Installation 5 19-Oct-23 25-Oct-23 54 EXTB1150 Fiber Cement Board Install 4 19-Oct-23 24-Oct-23 137 EXTB1160 Iso Foam & TPO Roof Install 7 20-Oct-23 30-Oct-23 27 EXTB1170 Standing Seam Metal Roof Install 6 20-Oct-23 27-0W-23 134 EXTB1180 Brick Install 10 26-Oct-23 08-Nov-23 103 EXTB1190 Spray Insulation (Walls) 3 j 01-Nov-23 03-Nov-23 44 EXTB1200 Gutter/Scupper/Coping Cap Install 3 09-Nov-23 14-Nov-23 126 EXTC1000 Wall Layout 1107 p-23 I 07Sep-23 0 EXTC1010 Steel Erection 3 08Sep-23 12Sep-23 0 EXTC1020 Fire Proof Steel 2 13Sep-23 14Sep-23 2 EXTC1030 Wall Framing 8 15Sep-23 26Sep-23 2 EXTC1040 Exteror Sheathing 6 27Sep-23 04-Oct-23 49 EXTC1050 Wood Truss Install 5 27Sep-23 03-Oct-23 2 EXTC1060 Door Installation 2 27Sep-23 28Sep-23 55 EXTC1070 Parapet Walls & Plywood Roof Decknk 6 04-Oct-23 12-Oct-23 2 FJCrC1080 E)denor Wall Penetrations 2 05-Oct-23 06-Oct-23 49 EXTC1090 LAWB Install 8 10-Oct-23 19-Oct-23 49 EXTC1100 MEP Roof Penetrations 3 13-Oct-23 17-Oct-23 2 EXTC1110 Roof Curbs & Skylights 1 13-Oct-23 13-Oct-23 4 EXTC1120 Flashing Install 5 20-Oct-23 26-Oct-23 49 EXTC1130 Roof Cover Board Install 6 20-Oct-23 27-Oct-23 0 EXTC1140 Window Installation 7 27-Oct-23 06-Nov-23 49 EXTC1150 Fiber Cement Board Install 8 27-Oct-23 07-Nov-23 125 EXTC1160 Iso Foam & TPO Roof Install 8 30-Oct-23 08-Nov-23 124 EXTC1170 Standing Seam Metal Roof Install 8 30-Oct-23 08-Nov-23 124 EXTC1180 Brink Install 6 09-Nov-23 17-Nov-23 103 EXTC1190 Spray Insulation (Walls) 4 15-Nov-23 20-Nov-23 36 EXTC1200 Gutter/Scupper/Coping Cap Install 5 20-Nov-23 27-Nov-23 118 EXTD1000 I Wall Layout 2 12Sep-23 13Sep-23 1 6 EXTD1010 Steel Erection 3 15Sep-23 19Sep-23 5 EXTD1020 Fire Proof Steel 2 20Sep-23 21 Sep-23 5 EXTD1030 Wall Framing 8 27Sep-23 06-W-23 2 EXTD1040 Exterior Sheathing 6 10-Oct-23 17-Oct-23 48 EXTD1050 Wood Truss Install 5 10-Oct-23 16-Oct-23 2 EXTD1060 Door Installation 2 10-Oct-23 11-Oct-23 54 EXTD1070 Parapet Walls & Plywood Roof Decank 6 17-Oct-23 24-Oct-23 2 EXTD1080 Exterior Wall Penetration 2 18-Oct-23 19-Oct-23 48 EXTD1090 LAWB Install 8 20-Oct-23 31-Oct-23 48 EXTD1100 MEP Roof Penetrations 3 25-Oct-23 27-Oct-23 2 EXTD1110 Roof Curbs & Skylights 1 25-Oct-23 25-Oct-23 4 EXTD1120 Roof Cover Board Install 6 30-Oct-23 06-Nov-23 2 EXTD1130 Flashing Install 5 01-Nov-23 07-Nov-23 48 EXTD1140 Iso Foam & TPO Roof Install 8 07-Nov-23 17-Nov-23 118 EXTD1150 Standing Seam Metal Roof Install Window Installation Fiber Cement Board Install Brink Install 8 07-Nov-23 17-Nov-23 118 EXTD1160 7 08-Nov-23 17-Nov-23 48 EXTD1170 8 1 08-Nov-23 20-Nov-23 117 EXTD1180 6 20-Nov-23 28-Nov-23 103 20-Feb-23 I F M I A I M J I J I A S I C N D I d F M I A M J I d A 2IOI1I1I(2IOI1 11210101112 3IOI1I2I2 011I11210101112I(S O 1 2I2101 11112 010I 2I(2J011I1I21I0I11112 310111212 011I1I21I0I11112 3101112I21011I1I210I01112I3101112I2 O 1111� r 0 cuffs ❑ Flashing Install _---------;_ _____ ________ _________ ________ _--------- ,-------- _ ■ Roof Cover,Board Install ❑ (Window Installation: ❑ Fiber Cement Board Install pl Iso Foarjr & TPO Roof Install ❑ : Standing: Seam Metal Roof Irlstall 0 ----------------- -------- ------- ----- Brick lnstall Spray Insulation ',(Walls) ❑ Gutter/Scupper/Coping:Cap Install 27-Nov-z3, Segment C Wall Layout ---------` ---------'---------5--- ■ Steel Erectiori 1 Fro Proof Steel Wall Framing 10 Extedor Sheathing 0 Wood Tmss Install --------` ----------'- ------------------------------- ------------------------------------`--------- ------------------'------------------ -----4--------I-------4---------------1 Door Installation l iW Parapet Walls;& Plywood Roof Dbcwng 1 Extedpr Wall Penetratbns, O LQWB Install ❑ MEP Roof Penetrations ,___(_Roof Curbs -I ------is? --------- _-------- __ ,--------;--------- ________ _______ _ ________ ❑ :Flashing Install M Roof Cover Board Install En Window Installation Q FiberCement Board Install _---------;_ ---------------------- Install -------- p Iso Foam & TP6 Roof Iall Standing Sean] Metal Roof Install 0 Brick Install ❑ Spray Insulation (Walls) ❑ : Gutter/Scupper/Coping Cap Install --------- - --- --- e--------- -0---------------------------------------- - 05 - - - - ---- -0-23, Segment D ' 0 Wall Layout ❑ Steel Erecipn 1 Fire Proof Steel O Wall Framing ❑ E*enor Sheathing ❑ Wood Truss Install 1 Doof Installaton ❑ Parapet Vdalls & Plywood Roef Decdnc. 0 Exterior Wall Penetration --------i _-----------------------------------+---------------------------'---------_-------- b LAWB Install a MEP Roof Penetrations ;Roof Curbs & Skylights ❑ Roof Cover Board Install fl Flashing Install -----------------------------'- '--------i--------- Isp Foam & TPO Roof:Install O Standing Seam Metal Roof Install j O Mridow Installation Fiber Cement Board Install O Brick Install Actual Work M Critical Remaining W.. Page 3 of 10 TASK filter: All Activities 110=1 Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 ID EXTD1190 I Activity Name Gutter/Scupper/Coping Cap Install DOnginal uration I Start Finish Total Float 51 294Jov-23 O5-Deo-23 112 EXTD1200 Spray Insulation (Walls) 4 30�Jov-23 O5-Deo-23 33 21 18Sep-23 19Sep-23 20 EXTE1000 Wall Layout EXIE1010 Steel Erection 3 26Sep-23 28Sep-23 16 EXIE1020 Fire Proof Steel 2 29Sep-23 02-W-23 16 EXIE1030 Wall Framing 4 06-Od-23 12-0ct-23 13 EXIE1040 E)dedor Sheathing 3 13-Od-23 17-0ct-23 58 EXTE1050 Wood Truss Install 4 13-W-23 18-Oct-23 13 EXTE1060 Door Installation 1 13-W-23 13-0ct-23 62 EXTE1070 Extedor Wall Penetrations 2 18-W-23 19-0ct-23 58 EXIE1080 Parapet Walls & Plywood Roof DedunS 4 19-Od-23 24-0ct-23 13 EXIE1090 LAWB Install 5 20-Od-23 26-0ct-23 58 EXIE1100 MEP Roof Penetrations 2 25-Od-23 26-0d-23 13 EXIE1110 Roof Curbs 1 25-Od-23 25-0ct-23 14 EXTE1120 Flashing Install 4 27-W-23 01-Nov-23 58 EXTE1130 Window Installation 5 02-Nov-23 08-Nov-23 58 EXTE1140 Fiber Cement Board Install 4 02-Nov-23 07-Nov-23 127 EXTE1150 Roof Cover Board Install 4 07-Nov-23 13-Nov-23 6 EXIE1160 Iso Foam & TPO Roof Install 6 14-Nov-23 21-Nov-23 118 EXIE1170 Standing Seam Metal Roof Install 6 14-Nov-23 21-Nov-23 118 EXIE1180 Spray Insulation (Walls) 3 17-Nov-23 21-Nov-23 46 EXIE1190 Bride Install 5 29-Nov-23 05-Deo-23 103 EXIE1200 Gutter/Scupper/Coping Cap Install 3 06-Dec-23 08-Dec23 109 EXTA1000 Wall Layout 2 14Sep-Sep 15Sep-23 15 EXTA1010 Steel Erection 4 20Sep-23 25Sep-23 13 EXfA1030 Wall Framing 51 29Sep-23 05-0ct-23 1 13 EXfA1040 Wood Truss Install 5 29Sep-23 05-W-23 25 EXfA1050 Exterior Sheathing 4 06-Od-23 12-0ct-23 73 EXTA1060 Parapet Walls & Plywood Roof Dedanc 5 06-W-23 13-0ct-23 25 EXTA1070 Door Installation 2 06-W-23 10-0ct-23 77 EXTA1080 Extedor Wall Penetrations 2 13-W-23 16-0ct-23 73 EXfA1090 MEP Roof Penetrations 2 16-Od-23 17-0ct-23 25 EXfA1100 Roof Curbs 1 16-Od-23 16-0ct-23 26 EXfA1110 LAWB Install 5 17-Od-23 23-0ct-23 73 EXfA1120 Spray Insulation (Walls) 3 18-Od-23 20-0ct-23 32 EXTA1130 Flashing Install 4 24-W-23 27-Oct-23 73 EXTA1140 Window Installation 6 30-W-23 06-Nov-23 73 EXTA1150 Fiber Cement Board Install 4 07-Nov-23 13-Nov-23 124 EXTA1160 Roof Cover Board Install 4 14-Nov-23 17-Nov-23 7 EXfA1170 Iso Foam & TPO Roof Install 7 20-Nov-23 29-Nov-23 113 IN EXfA1180 Standing Seam Metal Roof Install 6 20-Nov-23 28-Nov-23 114 oil EXfA1190 Bnd<Install 6 06-Deo-23 13-Deo-23 103 EXTA1200 Gutter/Scupper/Coping Cap Install 3 14-Deo-23 18-Deo-23 Interior Build -out 129 12-Oct-23 17-Apr-24 �� r. IN-1000 In -Wall - Elec[dcal&Data 7 12-0c1-23 20-Oct-23 INTB1010 In -Wall -Plumbing 8 12-W-23 23-Oct-23 103 37 34 36 INTB1020 Attic Dry Pipe 5 12-Od-23 18-0ct-23 10 INTB1030 In -Wall Bloddng 5 19-Od-23 25-0ct-23 34 20-Feb-23 F M A M J J A S C N D J F M A M J J A 1 2 O 11�2 O11I2y 01011 I2I3 O122�O11I2y 010I1I2�30122�01I1I21010I1I2�20ill I2`�O 1J 11I2 31 OI1I2 2 0I`111I2�0 1I1I2I3I OI1I2 2 O 112y O OI1I2�3I OI1I2 2�O 11� ❑ Gut[e Scupper • oping Cryp �nstall p Spray';lnsulation(Walls)';'; 08-Deo-23, Segment E 0 Wall Layout Steel Erection ------- --------- ------------- ---------- 6 Fire Proof Steel ❑ Wad Framing ❑ Estedor Sheathing ❑ Wood Truss; Install I Door Install*n I Ektedor Wall Penetrations ❑ Parapet Walls & PWemd Roof Deddng ❑ jLAWB Install 0 : MEP Roof Penetrations :Roof Cures ----- -------- ------- - -------- -------; ------- -------; ------- ------; ------- p Flashing Install - i❑ WIn�DW Instalation ;❑ FiberCement tloard Install ❑ Roof Cover Board Install ❑ 1, o Foam $ TPO Rogf Install j ------- --------- ---------------------------------------- ❑ Standing Seam Metal Roof Install ❑ Spray Insulation (Wads) Brick Install ; I 0 Gutter/ScuppegCoping Cap Install 1$-Dec23, $egment }+ ------- --------- - - ---- - - - - ----- - - - - --------------------------- Wall Layout: ■ Steel Erection 0! Fire Proof Steel in Wall Framing ❑ Wood Trusslnstbll _ - -------- -------- ------- -------,'-------,'-------,'--------- I ..--- ❑ Extedor Sheathing ❑ Parapet Walls & PV" Roof D'eddng ❑ Door Installatkn 0 E) Redor Wall:Penetratgns 0 MEP Roof Penetration ---------------------------- Roof Curbs ❑ LAWB Install 0 Spmy Insulation (Walls) ■ ; Flashing Install ■ Window Installation ❑ Fiber Cement Board Install 0 Rpof Cover Board Install O: Iso Foam & TPO Roof Instal ❑ Standing Seam Metal Roof Install E Brick Install -------,' -------,' -------,' -------I _______I ■ Gotter/Scupper/Coping Cap Instal ---------------- -------- ------- - -------- 1�-Apr-24, Interior Buiklout )8-1011ar-24, Segment B p I�-Wall-Eloddcal&Data O In-W all - Plumbing --------; - -------a -I _______I _______r__❑ Attic Dry Pipe ❑ !In -Wall Blbckjng . Actual Work M Critical Remaining W.. Page 4 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 ActWy ID INTB1040 INTB1050 INTB1060 INTB1070 INTB1080 INTB1090 INTB1100 INTB1110 INTB1120 INTB1130 INTB1140 INTB1150 INTB1160 INTB1170 INTB1180 INTB1190 INTB1200 INTB1210 INTB1220 INTB1230 INTB1240 INTB1250 INTB1260 INTB1270 INTB1280 INTB1290 INTB1300 INTB1310 INTB1320 INTB1330 INTB1340 INTB1350 INTB1360 INTB1370 INTB1380 INTB1390 INTB1400 INTB1410 INTB1420 INTB1430 INTB1440 INTB1450 INTB1460 INTB1470 INTB1480 Actmty Name Drywall & Fire Tape Attic Swdchgear (Set & Build) OH Rough - Mechanical OH Rough - Electrical In -Wall Inspections Wall Insulation Hang Drywall OH Rough - Plumbing Dud Insulation Pull Electrical Wire OH Rough - Fire Sprinkler Piping Insulation LV & FA Cable Pulls Frame Hardlid Ceilings & Fundowns Startup Mach Equipment Layout MEP Drops @ Hardlids MEP Hardlid Inspections Conditioned Air Tape/Float/1st Coat Drywall Hang Hardlid Ceilings Install Ceiling Grid Tape/Float/lst Coat Ceilings MEP Ceiling Trim -out -ACT MEP Wall Trim -out MEP Trim -Cut - Hardlids Millwork Install Interior Glazing Install Wall Protection FM Hydro Test MEP OH Inspections Drop Ceiling Tiles Install Flooding Install Tile Flooring Doors & Hardware Install Plumbing Fixtures Install Wall Base Place Kitchen Equipment Pre -Clean - B Specialities Install Final Paint MEP Connections to Kitchen Equipmen Interior Signage Pre -Punch List Final Trade Inspections Work Off Pre -Punch Start 20-Oct-23 25-Oct-23 30-Oct-23 30-Oct-23 30-W-23 01-NOV-23 07-NOV-23 09-NOV-23 09-NOV-23 09-Jov-23 27-Jov-23 27-Jov-23 04-Dea23 11-0ec23 11-0ec23 13-Deo-23 14-Deo-23 14-Deo-23 15-Deo-23 15-0ec23 19-0ec23 19-0ec23 26-0ec23 27-Deo-23 27-Deo-23 27-Deo-23 27-Deo-23 02Jan-24 05Jan-24 05Jan-24 09Jan-24 19Jan-24 19Jan-24 30Jan-24 30Jan-24 30Jan-24 01-Feb-24 01-Feb-24 06-Feb-24 08-Feb-24 15-Feb-24 21-Feb-24 28-Feb-24 28-Feb-24 04-Mar-24 Finish 27-Oct-23 07-Nov-23 08-Nov-23 08-Nov-23 31-0ct-23 06-Nov-23 113-Nov-23 24-Nov-23 21-Nov-23 01-Dec23 05-Dec23 05-Deo-23 08-Deo-23 13-Deo-23 13-Deo-23 13-Dec23 14-Dec23 14-Dec23 26-Dec23 18-Deo-23 29-Deo-23 26-Deo-23 04Jan-24 04Jan-24 28-Dec-23 02Jan-24 29-Dec-23 16Jan-24 05Jan-24 08Jan-24 18Jan-24 29Jan-24 31 Jan-24 05-Feb-24 05-Feb-24 01-Feb-24 14-Feb-24 08-Feb-24 07-Feb-24 20-Feb-24 27-Feb-24 22-Feb-24 01-Mar-24 01-Mar-24 08-Mar-24 INTC1000 Attic Dry Pipe 5 13-Oct-23 19-Oct-23 INTC1010 In -Wall - Electrical&Data 10 25-Oct-23 07-Nov-23 INTC1020 In -Wall -Plumbing 8 25-Oct-23 03-Nov-23 INTC1030 Drywall & Fire Tape Attic 8 30-Dd-23 08-Nov-23 INTC1040 In-WallBlocking 6 014Nov-23 I08-Nov-23 INTC1050 OH Rough - Mechanical 90 09-Nov-23 124-Nov-23 20-Feb-23 Total Roat F M A M J J A S C N D J F M A M J J A 2IOI1I1 2I0I1I112 0I0I1I2 3IOI1I2I2 0I1I1I2 0I0I1I2 3IOI1I2I2 OI1 1I2 3 01I2I2 OI1I1I2 OI1I1I2 3IOI1I2I2IOI1I1I2 OIOI1I2 3IOI1I2I2 OI1I1I9 0I1I1I2 0IOI1 2 2IOI1I1 �Fire :Drywa/ape, c 27 Q Swffchgear (Set & Build) , 9 ----------'--------- M OH Rough - Mechanical — _________________ ---------- t- 26 _______ OH - a _; ou hg drical --------;---------: -E' 32 1 In -Wall Inspections 43 ❑ Walllnsrlation, 43 ❑ Hang Drywall 9 0 AH Rough -Plumbing '---------F 27 I--------`---------,--------'--------'---------'---------`--------'I L-------------------O ---'---------'--------'- '--------�---------I --------'--------- 0 Duct insulation --------'I `--------''I 26 O Pull Electrical Wird 9 ', E!3 OHRpugh-Fire;Spdnklor, , 18 Q Piping! Insulation: 9 : ❑ UV &IFACable Pulls -L--------�h--------------------------- --------- •--------- 9 --------- ,L-------- t-------- -`--------• s ---------`-------- 0 Frame Hardlio Ceilings Fundowa 21 0 Start-up Meth Equipment 24 1 Layout MEP drops @ Hardlids, 24 I MEP Hardlid Inspections 21 I Conditioned.4ir 21 ________-_ ________ E= Tape/Flo*1st Coat Drywall 24 0 Hang Hardlid Ceilings: 9 O', Install Oiling Grid:,, 24 ❑ Tape/Roatlist Coat Ceilings 9 C] MEP Ceiling Triut-ACT mo - - 56 `--------i------------------•---------.---------`----------'----------------- --------- -------- MEP Wall Trim -out 60 1: MEP Tim -Out - Hardlids 58 ', Millwodi Install 21 0! Intedor Glazing 39IC� Install Wall Protection 10 : I _ ,',1 FM Hom Test 9 0 MEP:OH Inspections 9 C7 Diop Ceiling Tiles, g C❑: Install Flooring 27 C� Install'Ole Flooring 35 ________, _______I Doors&Hardware Install: 33 ❑ Plumbing Fatures 37 d Install Wall Base, 28 r-1 Place Kitchen Equipment 59 0 PreCkean -B 33-------`--------1-----------------'--------1---------'---------'---------`--------,--------'--------'-O Specialities lns"l 33 Final Paint! 28 O; MEP Connections,to Kdcherq Equipment 39 0 Interior Sonage 28 0 Pre -Punch List 70----------------, j 0 Final Trade Inspections ;_____----' 28 : ❑ Work Off Pre -Punch may-Mar-24, Segment F 6 ■ Attic Dry Pipe 23 No In-Wall-Electrical&Data: 28 , :, ------------------------------------------------------------ ._ -------- : ��, In -Wall -Plumb idg 0 1 JO Drywpll & Fre tape Attic 26 ', q In-W211B1xJdno 6 OH Rough - Mechanical Actual Work M Critical Remaining W.. Page 5 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Adlrity ID Actmty Name INTC1060 OH Rough - Electrical INTC1070 In -Wall Inspections INTC1080 Wall Insulation INTC1090 Hang Drywall INTC1100 Pull Electrical Wire INTC1110 OH Rough - Plumbing INTC1120 Dud Insulation INTC1130 OH Rough - Fire Sprinkler INTC1140 Piping Insulation INTC1150 LV & FA Cable Pulls INTC1160 Frame Hardlid Ceilings & Fundowns INTC1170 Start-up Mach Equipment INTC1180 Layout MEP Drops @ Hardlids INTC1190 Conditioned Air INTC1200 Tape/Roat/1st Coat Drywall INTC1210 MEP Hardlid Inspections INTC1220 Hang Hardlid Ceilings INTC1230 Install Ceiling Grid INTC1240 Tape/Float/1st Coat Ceilings INTC1250 MEP Ceiling Trim -out -ACT INTC1260 MEP Wall Trim -out INTC1270 Interior Glazing INTC1280 Nurse Station Slat Install INTC1290 MEP Trim -Out - Hardlids INTC1300 Set Shower Pans INTC1310 FM HydroTest INTC1320 MEP OH Inspections INTC1330 Millwork Install INTC1340 Drop Ceiling Tiles INTC1350 Install Wall Protection INTC1360 Install Flooring INTC1370 Doors & Hardware Install INTC1380 Pre -Clean -C INTC1390 Plumbing Fixtures INTC1400 Install Wall Base INTC1410 Specialities Install INTC1420 Final Trade Inspections INTC1430 Final Paint INTC1440 Pre -Punch List INTC1450 Interior Signage INTC1460 Work Off Pre -Punch Start B 09-Nov-23 3 09-Nov-23 5 15-1ov-23 5 22-NOV-23 5 22-Nov-23 0 27-NOV-23 0 27-NOV-23 7 11-Deo-23 7 11-Deo-23 5 18-Deo-23 5 26-Deo-23 3 26-Dec-23 2 29-Dec-23 1 29-Dec-23 9 02Jan-24 1 03Jan-24 4 04Jan-24 5 08Jan-24 7 10Jan-24 5 16Jan-24 7 16Jan-24 5 16Jan-24 5 16Jan-24 4 22Jan-24 6 22Jan-24 1 23Jan-24 2 23Jan-24 B 23Jan-24 5 25Jan-24 0 26Jan-24 7 30Jan-24 5 08-Feb-24 6 08-Feb-24 5 09-Feb-24 4 09-Feb-24 5 16-Feb-24 5 16-Feb-24 0 26-Feb-24 3 11-Mar--24 3 11-Mar--24 5 14-Mar-24 Finish 1 21-Nov-23 1 14-Nov-23 1 21-Nov-23 1 29-Nov-23 13-Deo-23 08-Deo-23 08-Deo-23 19-Dec23 19-Dec23 22-Dec23 02Jan-24 28-Deo-23 02Jan-24 29-Deo-23 12Jan-24 03Jan-24 09Jan-24 12Jan-24 19Jan-24 22Jan-24 24Jan-24 22Jan-24 22Jan-24 25Jan-24 29Jan-24 23Jan-24 24Jan-24 01-Feb-24 31 Jan-24 08-Feb-24 07-Feb-24 14-Feb-24 15-Feb-24 15-Feb-24 14-Feb-24 23-Feb-24 23-Feb-24 08-Mar-24 1 13-Mar-24 1 13-Mar-24 20-Mar-24 INTD1000 Attic Dry Pipe 5 25-Oct-23 31-Oct-23 INTD1010 In -Wall -Plumbing 8 064Jov-23 16-Nov-23 INTD1020 In -Wall- Electrical&Data 10 084Jov-23 22-Nov-23 INTD1030 Drywall & Fire Tape Attic 8 09-Nov-23 21-Nov-23 INTD1040 In -Wall Blocking 6 16-Nov-23 24-Nov-23 INTD1050 OH Rough - Mechanical 10 27-Nov-23 08-Dec23 INTD1060 OH Rough - Electrical 27-Nov13 06-Doc23 8 INTD1070 In -Wall Inspections 27-Nov-23 29-Nov-23 3 INTD1080 Wall Insulation 5 30-Nov-23 06-Deo-23 INTD1090 Hang Drywall 5 07-Deo-23 13-Deo-23 20-Feb-23 Total Post F M A M J J A S C N D J F M A M J J A 21OI111 210111112 0101112 310111212 0111112 0101112 31OI11212 1I112 310f11212OI1I112 0I111I2 31011I2I21011I1120101112 31011I212 011111 0111112 0101112 210`1I11��Roug 21 :- a cal r-------'- - ---------'- - '---------'- 26 `--------'-----------------'---------`------ -------'------------------ -------- ------- ----- -- ❑ In-Walllnspebtions t 35 ❑ Wall Insulation 35 ', O: Hang Drywall 21 O Pull: Electrical Wire 9 0 OH 1Qough - Plumbing 24 _______� ______________� _______ ______ 0 Ductllnsulationl . 9 ❑ ON Rough +, Fire Sprigkler , 47 ■ Piping Insulation g l ■ CV & FACable Pulls: g 16 Frame Hardlid Ceilings & Fpffdowns j `-`-------- ----------------�I---------'--------�I- 14 _______� ---------------,--------- `-------- `-------- t-------- '--------- -------- _______ `_______________--------- I' Start-up Mach Equipment 9 0 Layout:MEP Drops @ Hardlids 14 f ConddioOd Air , 14 I� Tap6/Roat/1st Coat Drywall 9 ,1 MEP 1{ardlid Inspections , _______ _______ 9 ______ ______ ❑ Hano Hardlid Ceilings 36 ❑ Install Ceiling (Grid 9 O Tope/Float Ist Coat Ceilings 36 ❑ MEP Ceiling Trimout-ACT 41 O MEP Wall Tdm-out , 23 1 -------I -------� 1 -------I -------� 1 -------- .I 1 1 -------- � ❑ Ihtedor Glazing 14 ❑ Nurse Station Slat Install 40 ❑ ;MEP TdmiOut- Hardids 9 ❑ Set Shower Pans'. 37 I PM Hydro:'W - ` --------------------`- -------;----------I-------il -------�--------�I 36 ---------------�`------------------------------------i--------- �MEP OH-------- ns-------I 35 I I I I I I I O Millwork Install I, 36 b Drop Ceiling Tiles, 20 O Install Wall Protection g E3 Install Flooring 26 , , _______�, _______, ______, ______, ❑ Doors& Hardware Install - 54 ❑ PreLloan -C 20 ■ Plumbing Fuitures 26 ■ Install Wall Base 20 ■ }Specialities Install j .--------- 75 .-------- .-------- '---------- .-------- .---------- .-------- .-------- . _______._-------- ■ 'Final Tmd✓? Insp ectidns 20 FinaIIPaint 20 E Pre -Punch List 25 0 Inta'rior SignaE0e 20 ❑ Work Off Pie -Punch j ______________, ______.I ______ - __03-Apf24. Segnient D 6 1 10 Attic Dry Pipe 28 1= In -Wall -Plumbing 23 0 Ip-Wall-Electrical&pata, 0 = Drywall & Fire Tape Attic _ __________________- - 23 _______;_--- 0 :'--------- ;________;_ ,________;_________;_ ---------- ;________ In-Wall-Iocl4ng 6 E�:] OH 12ough - Mechanical ', 18 O OH Rough - Elebtncal 23 0: In-Walllpspectiong, 32 _ ________,' _ _______�_ _ p Walllhsulation ________-_ ________;_________;________ -------- , _________ ________ ______', 32 ,I-------- ■ Hang Drywall' I I I I �Actual Work M Critical Remaining W.. Page 6 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 ActWy ID INTD1100 INTD1110 INTD1120 INTD1130 INTD1140 INTD1150 INTD1160 INTD1170 INTD1180 INTD1190 INTD1200 INTD1210 INTD1220 INTD1230 INTD1240 INTD1250 INTD1260 INTD1270 INTD1280 INTD1290 INTD1300 INTD1310 INTD1320 INTD1330 INTD1340 INTD1350 INTD1360 INTD1370 INTD1380 INTD1390 INTD1400 INTD1410 INTD1420 INTD1430 INTD1440 INTD1450 INTD1460 Actmty Name Pull Electrical Wire OH Rough - Plumbing Dud Insulation OH Rough - Fire Sprinkler Piping Insulation LV & FA Cable Pulls Frame Hardlid Ceilings & Fundowns Startup Mach Equipment Layout MEP Drops @ Hardlids Conditioned Air Tape/Float/1st Coat Drywall MEP Hardlid Inspections Hang Hardlid Ceilings Install Ceiling Grid Tape/Float/1st Coat Ceilings MEP Ceiling Trim -out -ACT MEP Wall Trim -out Interior Glazing MEP Trim -Out - Hardlids Set Shower Pans Nurse Station Slat Install FM Hydro Test MEP OH Inspections Drop Ceiling Tiles Install Wall Protection Millwork Install Install Flooring Doors & Hardware Install Pre -Clean - D Plumbing Fixtures Install Wall Base Specialities Install Final Trade Inspections Final Paint Pre -Punch List Interior Signage Work Off Pre -Punch Start 5 07Dec23 0 11-0eo-23 0 11-0eo-23 7 26-0eo-23 7 26-0eo23 5 03Jan-24 5 10Jan-24 3 10Jan-24 2 16Jan-24 1 16Jan-24 9 17Jan-24 1 18Jan-24 4 19Jan-24 5 23Jan-24 7 25Jan-24 5 30Jan-24 7 30Jan-24 5 30Jan-24 4 05-Feb-24 6 05-Feb-24 5 05-Feb-24 1 06-Feb-24 2 06-Feb-24 5 08-Feb-24 0 09-Feb-24 8 12-Feb-24 7 13-Feb-24 5 23Feb-24 6 23Feb-24 5 26-Feb-24 4 26-Feb-24 5 04-Mar-24 5 04-Mar-24 0 11-Mar-24 3 25-Mar-24 3 25-Mar-24 5 28-Mar-24 Finish 28-Dec23 22-Dec23 22-Dec23 04Jan-24 04Jan-24 09Jan-24 17Jan-24 12Jan-24 17Jan-24 16Jan-24 29Jan-24 18,Ian-24 24Jan-24 29Jan-24 02-Feb-24 05-Feb-24 07-Feb-24 05-Feb-24 08-Feb-24 12-Feb-24 09-Feb-24 06-Feb-24 07-Feb-24 14-Feb-24 23-Feb-24 22-Feb-24 22-Feb-24 29-Feb-24 01-Mar-24 01-Mar-24 29-Feb-24 08-Mar-24 08-Mar-24 22-Mar-24 27-Mar-24 27-Mar-24 03-Apr-24 INTE1000 Attic Dry Pipe 5 25-W-23 31-Oct-23 INTE1010 In -Wall - Plumbing 5 31-W-23 06-Nov-23 INTE1020 In -Wall - Electrical&Data 02-Nov-23 13-Nov-23 7 INTE1030 In -Wall Blocking 094Nov-23 14-Nov-23 3 INTE1040 In -Wall Inspections 15-Nov-23 16-Nov-23 2 INTE1050 Wall Insulation 17-Nov-23 24-Nov-23 5 INTE1060 Drywall & Fire Tape Attic 5 22-Nov-23 29-Nov-23 INTE1070 Hang Drywall 5 27-Nov-23 01-Deo-23 INTE1080 OH Rough - Mechanical 7 19-0eo-23 28-Dec23 INTE1090 OH Rough - Electrical 8 20-Deo23 02Jan-24 INTE1100 OH Rough - Plumbing 7 29-Deo23 09Jan-Jan INTE1110 Duct Insulation 29-0eo23 10Jan-24 8 INTE1120 Pull Electrical Wire 10 03Jan-24 17,Ian-24 INTE1130 OH Rough - Fire Sprinkler 6 10Jan-24 18Jan-24 20-Feb-23 Total Fioat F M A M J J A S C N D J F M A M J J A 2I0 I1I1 2IOI1I1I2 OIOIII2 3IOI1I2I2 OI1I1�2 OIOIII2 3I0 I1I2I2 OI1I1I2 OIOIII2 210111112OI1I1I2 3I0 1 2 2 0 1 1 2 OI1I1I2 3IOI1I2I2IOI1I1I2 OIOI1I2 3IOI1I2I2 OI1I1I� 18 0', Pu Ie ca i2j 6 O OH Rough; - Plumbidg 21 O Duct Insulation 6 ( OH Rough - Ro Sprinkler', 37 O Piping Ilnsulatior4 6 ❑ LV&:FA Cable: Pulls 6 ❑ Frame Hardlkl Ceilings & Fundotvns 11 0 StarMup M" Equipment 6 0 Layout MEp Drops @', Hardlids _________-_ - •________ :- •_________________--- ______'__________________ ________ _________ ________ 11 ----1-------I -----I ------ ---- --- I Ctlndidoned:Air 11 Cam! Tape/Flgatll st Coat Drywall: 6 I MEP Hardli Inspections 6 1 ❑ Hang Hagllid Ceilings 26 ❑: Install Ceiling Grid --------1--------'I------------------:--------'--------1---------:....----:--------.,... ------------------:- ---------:-------- 6 ---------I---------'---------I- C7 Tape/Float/1 at Cbat Ceilings 26 ❑ MEP�eiling Tmjiout-A& 31 Q MEP:Wall Tdm;out 11 ❑ Interior Glazing 30 j 0 MEPTrim-0ut=Hardlids: 6 1_ -------- ________ -I________�,_________________I ❑ SeC ShowerP_________________:_ --------- ____----'I Pans ___----'I 7 : ❑ Nurse Station $let Install: 27 : 1 FM Hydro Test 26 0 MEP:OH Inspections 26 ❑ DrgpCeiling ,7ias 10-------'-------'-------'-------'------I------I C� :Install Wall Protection 21 Millwork Install g Install Flooring -----------------•- --------:---------:------ ---- ----- ---- ----- .... Hardware Install 10 ❑ Plumbidg Fixtures 16 Q Install Wall Base 10 ❑ Specialties Install 65 ❑ Final Trade Inspections 10 C� Final Paint: 10 ______' _ _ I 0 I Pre-Punfi List I I 15 0 Interior Slgnage j 10 [] Work Off Pre -Punch 17-Apr-24, Segment Q 7!: Attic Dry' Pipe ---------, ------------------- -----_ p ..ln-W III-PlumbiT---------;---;- ,--------;---------' -------_-;--------- a rs C� In-Wall-Ek:drical&Data ::!.. 40 ❑ In-4VallBbddng 40 0 In•Wall Inspections 44 ❑ Wall Insulation 0------_,--------'---------------------------'---------;------------------- ,�-------- Drywall -----------------;- ,-----------------' -------_-;--------- Fire Tapq Attic------- ,--------j 44 ❑ Hang Drywall I 0 i OH Rough - Mechanical 10 no OH Rough - Eleotrcal 0 OH Rough - Plumbing '________',, ________I _______`,, ________', '________I 14 t= Duct;Insulatioq 10 PJII Electrical W ire 0 M OH Rough' Fire Sprinkler �l Actual Work M Critical Remaining W.. Page 7 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 ActWy ID INTE1140 INTE1150 INTE1160 INTE1170 INTE1180 INTE1190 INTE1200 INTE1210 INTE1220 INTE1230 INTE1240 INTE1250 INTE1260 INTE1270 INTE1280 INTE1290 INTE1300 INTE1310 INTE1320 INTE1330 INTE1340 INTE1350 INTE1360 INTE1370 INTE1380 INTE1390 INTE1400 INTE1410 INTE1420 INTE1430 INTE1440 INTE1450 INTE1460 Actmty Name Piping Insulation UV & FA Cable Pulls Frame Hardlid Ceilings & Fundowns Start-up Mach Equipment Layout MEP Drops @ Hardlids Conditioned Air Tape/Roat/1st Coat Drywall MEP Hardlid Inspections Hang Hardlid Ceilings Install Ceiling Grid Tape/Floatl1st Coat Ceilings MEP Ceiling Tim -out -ACT MEP Wall Trim -out Interior Glazing FM Hydro Test MEP OH Inspections MEP Trim -Out - Hardlids Set Shower Pans Nurse Station Slat Install Drop Ceiling Tiles Install Wall Protection Millwork Install Install Flooring Doors & Hardware Install Pre -Clean - E Plumbing Futures Install Wall Base Specialities Install Final Trade Inspections Final Paint Pre -Punch List Intedor Signage Work Off Pre -Punch Start 10Jan-24 18Jan-24 25Jan-24 25Jan-24 30Jan-24 30Jan-24 31Jan-24 01-Feb-24 02-Feb-24 06-Feb-24 08-Feb-24 09-Feb-24 09-Feb-24 09-Feb-24 16-Feb-24 16-Feb-24 20-Feb-24 20-Feb-24 20-Feb-24 21-Feb-24 26-Feb-24 27-Feb-24 28-Feb-24 06-Mar-24 06-Mar-24 11-Mar-24 11-Mar-24 18-Mar-24 18-Mar-24 Finish 18Jan-24 24Jan-24 31 Jan-24 29Jan-24 31 Jan-24 30Jan-24 08-Feb-24 01-Feb-24 07-Feb-24 08-Feb-24 16-Feb-24 15-Feb-24 20-Feb-24 15-Feb-24 16-Feb-24 20-Feb-24 23-Feb-24 27-Feb-24 26-Feb-24 27-Feb-24 08-Mar-24 04-Mar-24 05-Mar-24 112-Mar-24 113-Mar-24 115-Mar-24 114-Mar-24 22-Mar-24 22-Mar-24 25-Mar-24 05-Apr-24 08-Apr-24 10-Apr-24 08-Apr-24 10-Apr-24 11-Apr-24 1 17-Apr-24 INTA1000 Attic Dry Pipe 5 16-W-23 I20-W-23 INTA1010 In -Wall - Electrical&Data 23-W-23 01-Nov-23 8 INTA1020 In -Wall - Plumbing 5 24-W-23 30-W-23 INTA1030 In -Wall Blocking 4 30-W-23 02-Nov-23 INTA1040 In -Wall Inspections 3 03-Nov-23 07-Nov-23 INTA1050 Wall Insulation 5 08-Nov-23 15-Nov-23 INTA1060 Hang Drywall 16-Nov-23 22-Nov-23 5 INTA1070 Drywall & Fire Tape Attic 304Nov-23 07-Dec23 6 INTA1080 OH Rough - Mechanical 08-Dea23 18-Deo-23 7 INTA1090 OH Rough - Electrical 08-0ec23 19-Deo-23 8 INTA1100 OH Rough - Plumbing 6 19-0ec23 27-Deo-23 INTA1110 Dud Insulation 7 19-0ec23 28-Deo-23 INTA1120 Pull Electrical Wire 10 20-Deo-23 04Jan-24 INTA1130 OH Rough - Fire Sprinkler 7 28-Deo-23 08Jan-Jan INTA1140 Piping Insulation 28-Deo-23 O5,Ian-24 6 INTA1150 UV & FA Cable Pulls 05Jan-24 Ill Jan-24 5 INTA1160 Frame Hardlid Ceilings & Furrdowns 5 12Jan-24 19Jan-24 INTA1170 Start-up Mach Equipment 3 12Jan-24 17Jan-24 20-Feb-23 Total Float F M A M J J A S C N D J F M A M J J A 2IOI1I1 2I0I1I1I2 0I0I1I2 3IOI1I2I2 0I1I1I2 0I0I1I2 3IOI1I2I2 0I1I1I2 0IOI1I2 2IOI1I1I2 0I1I1I2 3IOI1I2 2 OI1 1I2 OI1I1I2 3IOI1I2I2IOI1I1I2 OIOI1I2 3IOI1I2I2 0I1I1I� /an 30 0 ipmg nsul p ■ LV & FA Gable Pulls ------------------ 0 --------,------------------------------------------�a - ------- -------- ■ Frame Hadlid Ceilings & F9rrdowns 5 ❑; Start-up:Meth Equipment 0 1 I Layout MEP Drops @ Hardlids 5 II Conditioned Air, 5 O Tape/Floattlst Coat Drywall ;_ 0________;________-- - ---------,- --------, MEP Hr---- Ins T------------------- _______------------ pedions -------,� p :■ Hang Hardlid Ceilings, 18 0 Install Ceiling Grid pM Tape/Float/1'st Coat Ceilings 18 '----------- ❑ MEP Ceiling,Trimout-;ACT — _----- - - - -;_ - ,- 23 - - - - - -- - _------------------1- ,------------ -- - ------ _-------------------- - - - - ---------- MEP Wall Trim -out 5 ❑ Interior Glazing, 19 I FM Hydro TAst 18 ❑ MEP OH Inspections,: 20 0 MEP Tdm:Out- Harillids -I-------- 01 ------------------ ,--------',,--------------------------------- --------',--------------------------------------�; Set---- --------- _______ --------- --------- Shower Pans ,,� 4 ❑ : Nurse Station Slat Install 18 ❑; Drop Ceiling Tiles 0 Install Wall Pro{ection 14 ❑ Millwodc Install ;_ _ , , 3 ,,________---------- ;-------- --------- I___----- O -------lT________;--------- _________;________ Iooring 8 ❑ Doors & Hardware Install 36 ❑ Pre:Clean - E: p ■ Plumbing Rx(uras 16 0 Instal Wall B9se -I -I _________ - _________;_�_-----------------1- 0 ,--------- - - - - - - - - - - -- - ------------- - - - - ---- - - - - -- ■ Specialities Install 55 ■ Final Trade Inspections 0 Final Paint 0 1 Pre -punch List:', 5 ----------- ------------ --------- _______,, _______,, _______,,-------,, p Intedor Signage ------------------- ------------------------------ -- -- - - -- ------------------ ------I ------I 0 I ; ; ; ; ; ; I ■ Wprk 01 P2-Punch 1 f u94r-24, Segment A 26 EJ Attic Dry Pipe 40 4 In -Wall, Electrical & Data 45 ❑: In -Wall 'Plumbing _________--------- _--------- 59 ________,, I-Wll .---_____ -------- na:Blocking 59 :❑ In -Wall lnspedibns 63 ❑ Wnll Insulation 63 ❑ Hang Drywall 0 ■ Drywall & Fire Tape Attic �,, �,, ----------------------------------------------_-------- �,, H Rough Mechanical 10 O OH Rough : Electrical 15 O OH Rough - Plumping 32 O, Dud Insulation, 31 O Pull Electrical W ile 15,_ __________, __�OH Bough -File SpdnkleT_____;___________._-------- r _ 27 Q Pipingllnsulatbd 15 ❑ LV & FACable Pulls 15 ❑ Frame Hardlid Ceilings & Funddwns 26 ❑ Start-up Meth Equipment Actual Work M Critical Remaining W.. Page 8 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 INTA1180 INTA1190 INTA1200 INTA1210 INTA1220 INTA1230 INTA1240 INTA1250 INTA1260 INTA1270 INTA1280 INTA1290 INTA1300 INTA1310 INTA1320 INTA1330 INTA1340 INTA1350 INTA1360 INTA1370 INTA1380 INTA1390 INTA1400 INTA1410 INTA1420 INTA1430 INTA1440 INTA1450 INTA1460 Activity Name Layout MEP Drops @ Hardlids Conditioned Air Tape/Float/1st Coat Drywall MEP Hardlid Inspections Hang Hardlid Ceilings Install Ceiling Grid Install Wood Ceiling in Lobby Tape/Float/1st Coat Ceilings MEP Wall Trim -out Millwork Install Interior Glazing MEP Ceiling Trimout -ACT MEP Trim -Out - Hardlids Install Wall Protection Install Tile Flooring FM Hydro Test MEP OH Inspections Drop Ceiling Tiles Install Flooring Specialities Install Doors & Hardware Install Plumbing Fixtures Install Wall Base Pre -clean -A Final Paint Final Trade Inspections Pre -Punch List Interior Signage Work Off Pre -Punch Site Improvements A5130 '-.nor Fencing A1400 Exterior Signage A2630 Loop Road Paving A2640 Parking Lot Paving A2680 Striping Original Start Duration 2 18Jan-24 1 18Jan-24 9 19Jan-24 1 22Jan-24 3 23Jan-24 7 25Jan-24 8 25Jan-24 7 26-Jan-24 7 01-Feb-24 10 01-Feb-24 3 01-Feb-24 5 05-Feb-24 4 06-Feb-24 3 06-Feb-24 6 06-Feb-24 1 12-Feb-24 2 12-Feb-24 5 14-Feb-24 4 06-Mar-24 5 12-Mar-24 5 12-Mar-24 5 12-Mar-24 4 12-Mar-24 6 12-Mar-24 8 19-Mar-24 5 19-Mar-24 3 29-Mar-24 3 29-Mar--24 5 03-Apr-24 116 14JuF23 8 29-Nov-23 8 19-Dec23 Finish 19Jan-24 18Jan-24 31-Jan-24 22Jan-24 25Jan-24 02-Feb-24 05-Feb-24 05-Feb-24 09-Feb-24 14-Feb-24 05-Feb-24 09-Feb-24 09-Feb-24 08-Feb-24 13-Feb-24 12-Feb-24 13-Feb-24 21-Feb-24 11-Mar-24 18-Mar-24 18-Mar-24 18-Mar-24 15-Mar-24 19-Mar-24 28-Mar-24 25-Mar-24 02-Apr-24 02-Apr-24 09-Apr-24 29-Deo-23 08-DeG23 29-Dec23 0 04-Aug-23 31-Aug-23 0 01Sep-23 29Sep-23 5 02-Oct-23 06-Oct-23 Irrigation 1A2660 A2670 Landscaping 10I017-0xX-23 06-No Commissioning/Start-Up/Inspections 03Jul-24 A2690 80%-TDSHS Inspection 0 16Jan-24 A5200 Point to Point Controls - Segment B 6 09-Feb-24 16-Feb-24 A2740 Point to Point Controls - Segment C 6 16-Feb-24 26-Feb-24 A5180 Point to Point Controls - Segment D 6 04-Mar-24 11-Mar-24 A5210 Point to Point Controls - Segment E 6 14-Mar-24 21-Mar-24 A5190 Point to Point Controls - Segment A 6 20-Mar-24 27-Mar-24 A2720 Preliminary TAB Report 10 28-Mar-24 10-Apr-24 A2730 Final TAB Report 10 11-Apr-24 24-Apr-24 A2770 Final Clean 4 18-Apr-24 23-Apr-24 A2750 Fire Alarm Pre -Testing 8 24-Apr-24 03-May-24 A2810 Health Inspection - Kitchen 5 24-Apr-24 30-Apr-24 Actual Work M Critical Remaining W.. Remaining Work ♦♦ Milestone 20-Feb-23 Total Roat F M 1 A M J ) J A S C N J D J F M A I M J J J A 2O112O 11 2I 01112310111212101 112I 01011123O1 21 011111201011122101 1I2J011111231011J 2I2Off 1I201111I23�011 21201111 0011123I OI1I22O11 2 26 Q LLayou(Nf�P�rops arcilids 26 I Cbnditioned Air 26 O Tape/Flpatll at Coat Drywall 26 1 MEP Haoid Inspections 26 0 :Hang Hatdlid Ceilings 15 -------- �________`,,________OInstall Ceiling G 24 O Install Wood Ceiling in Lobby 26 O Tape/Floatllst Goat Ceilings 31 M6 Wall Trimout 28 » Millwork Install 26 fl Interior Glazing 15 ❑ MER Ceiling Trim -out -ACT 31 0 MEP, Trim -Out r Hardlids; 27 0 Install Wall Protection 24 C7 Install Tile Fkloring -----------------',- ------_,---------,---------,-------- --------- FM;H role 16 I I I I I I Yd p< I 15 1 MBP OH Inspections 15 ■ Drop Ceiling Tiles 6 ❑ Install Flooring; 6 1 ❑ Specialities Install ❑ Doc, rs& Heidware In stall 6 ❑ Plumbing Rktures 7 0 Install Wall Base 32 ❑ P;re-clean -:A 6 O Final Paint 54 O Final Tradp Inspections g l * Pre-Puhch List 11 ■ Interior,Signage 6 LI Work Off Pre!�unch 103 �a-, 1eo-23, Site Inlprovemeats ---------+--------',---------',------- -------- T--------�---------' 117 _---------- -------------------- 0 Exteipr Fenan9 103 Exterior Signage 06-Oct-23, Harctsrapes & Lighting 4 1 C__7 Site Lighting UGIRough 4 Loop Road Paving 120 Parking Lot Pavino 143 I:El Strpirg 06-Nov-23, Landscaping 131Inigation 131 _ _------- ----C7 Landscaping ------- --------- --------- ------------------------------------------------------- -- v3-u- Comm 124 ♦ 804/ -TDSHS Inspection 59 ■ Point to Point Controls - Segment B 54 O j Point to Point Controls - Segment C 44 : ❑ Point to Point Controls - Segment D 36------_,--------',------------------',---------,--------- F-------- 1-------------------- ,------------------`---p------- -----tControi--Segment-E-------------- oint 32 0 Point to Point Controls - Segihant A 32 O PreliminaryTABReport 32 :Final TAB i2eport p l ■ Final Cleah _________________`_________,-________j________`_________f_________________,-_________________; 0_________,___________________________T______06Fire Alarm Pre-Te-r______;_________ pbng 43 r3 Healthlhspedan'�Mchenl Page 9 of 10 1 TASK filter: All Activities © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 tivity ID A2830 I Activity Name Owner Punch List DOnginal uration 30 Start 24-Apr-24 I Finish 05Jun-24 Total Post 24 A2760 Fie Marshal Inspections 5 06-lvlay-24 10-May-24 0 A2790 TCo 5 13-lvlay-24 17-May-24 20 A2820 Commissioning -3rd Party Agent 10 13-lvlay-24 24-May-24 31 A2840 Owner Furniture 10 20-May-24 03Jun-24 26 A2800 coo 5 26Jun-24 02Jul-24 0 A2700 100%-TDSHS Inspection 1 03Ju1-24 03Jul-24 0 Actual Work M Critical Remaining W... 0 Remaining Work ♦♦ Milestone 20-Feb-23 �F M A M J J A S C N D J F M A M l J J A 2101111�210111112y0101112I310111212�011I112y0101112�310111212�011111210101112�210111112�0111112I310111212�0111112�011 11121310111212101111121010/I 112(3J/I01,JTIJ2�011111� 0 (7wner unch Ligt ■ Fire Marshal Inspections: ❑ TRo ________- - - _________`_-------- '__________-------- '--------- _----- '_______________________------- ___________ -4--------I -----4--------I ----I ! O Pommissioning-3rd PartyAg owner' Furniture: NJ coo 100 % : TDSHS I Page 10 of 10 TASK filter: All Activities © Oracle Corporation DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT I ADDENDUM TO SUBCONTRACT FOR TEXAS PROJECTS In the event the Project for which this Subcontract is being entered is located in Texas, Subcontractor's obligations under the Subcontract shall include the following revisions to the Subcontract which shall be made part of the Subcontract as if fully set forth therein. 1. Article 9(d) of the Subcontract is replaced with the following: (d) INDEMNIFICATION. (d)(1) TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR EXPRESSLY AGREES TO DEFEND (AT SUBCONTRACTOR'S EXPENSE AND WITH COUNSEL ACCEPTABLE TO CONTRACTOR), INDEMNIFY, AND SAVE AND HOLD HARMLESS CONTRACTOR, AND IF REQUIRED BY THE PRIME CONTRACT, THE OWNER, THE ARCHITECT/ENGINEER AND THE OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, SUCCESSORS, ASSIGNS, SUBCONTRACTORS, OR SUPPLIERS OF ANY OF THEM (COLLECTIVELY, THE "INDEMNIFIED PARTY(IES)"), FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES, CAUSES OF ACTION, DAMAGES, LIABILITIES, AND EXPENSES OF ANY KIND WHATSOEVER, INCLUDING, WITHOUT LIMITATION, ALL EXPENSES OF LITIGATION AND/OR ARBITRATION (AS THE CASE MAY BE), COURT COSTS, ATTORNEYS' FEES AND EXPENSES, FEES AND EXPENSES OF EXPERTS AND CONSULTANTS, ARBITRATOR'S FEES AND ARBITRATION ADMINISTRATIVE FEES (COLLECTIVELY "LOSSES"), ARISING OUT OF OR IN CONNECTION WITH, OR ALLEGED TO ARISE OUT OF OR IN CONNECTION WITH, INJURIES TO OR THE DEATH OF ANY PERSON WHOMSOEVER, CLAIMS FOR DAMAGES FROM ANY THIRD PARTY, OR ANY AND ALL DAMAGES TO PROPERTY (INCLUDING THE LOSS OF USE THEREOF), REGARDLESS OF POSSESSION OR OWNERSHIP, TO THE EXTENT ARISING OUT OF, RESULTING FROM, OR ATTRIBUTABLE TO 1) THE VIOLATION OF ANY ORDINANCE, REGULATION, STATUTE OR OTHER APPLICABLE LAW BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR (OR ANY OF THEIR EMPLOYEES) OF ANY TIER AND/OR (2) BODILY INJURY OR DEATH OF ANY PERSON, OR PROPERTY DAMAGE, INCLUDING LOSS OF USE OF PROPERTY, ANY OF WHICH ARISE OR ARE ALLEGED TO ARISE OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT OR SUBCONTRACTOR'S PERFORMANCE OF THE WORK OR OTHER ACTIVITIES OF SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR, OF ANY TIER, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY ANY ACT OR OMISSION OF SUBCONTRACTOR, ITS SUB - SUBCONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR OR ANYONE FOR WHOSE ACTS SUBCONTRACTOR MAY BE LIABLE PROVIDED THAT SUBCONTRACTOR SHALL NOT BE REQUIRED TO INDEMNIFY OR DEFEND AN INDEMNIFIED PARTY TO THE EXTENT SUCH LOSS ARISES FROM ITS OWN NEGLIGENCE EXCEPT AS PROVIDED IN PARAGRAPH'S (d)(2) AND (d)(3). (d)(2) INDEMNITY — EMPLOYEE INJURY CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH (d)(1) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES , ARISING OUT OF, RESULTING FROM OR ATTRIBUTABLE TO ANY CLAIM OF BODILY INJURY, SICKNESS, DISEASE OR DEATH OF ANY EMPLOYEE OF SUBCONTRACTOR, ANY SUB -SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY OF ITS SUB -SUBCONTRACTORS, BROUGHT BY SUCH INJURED EMPLOYEE, SAID EMPLOYEE'S SPOUSE OR FAMILY, OR THE EMPLOYEE'S WORKERS COMPENSATION INSURANCE CARRIER (HEREINAFTER REFERRED TO AS AN "EMPLOYEE INJURY CLAIM"), EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF AN INDEMNIFIED PARTY, IT BEING THE EXPRESSED INTENT OF THE CONTRACTOR AND SUBCONTRACTOR THAT, IN SUCH EVENT, THE SUBCONTRACTOR WILL INDEMNIFY, HOLD HARMLESS AND DEFEND THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, WHETHER IT IS ALLEGED TO BE THE SOLE OR CONCURRING CAUSE OF THE BODILY INJURY, SICKNESS, DISEASE OR DEATH OF THE EMPLOYEE. In claims against any person or entity indemnified under this Paragraph (d)(2) by an employee of the Subcontractor or by such employee's spouse or family, a Sub - subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under this Paragraph (d)(2) will not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Subcontractor or a Sub -subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts and shall extend to and include any actions brought by or in the name of any employee of Subcontractor or of any third party to whom Subcontractor may sublet a part of the Work. This liability shall be enforceable SC30 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 against Subcontractor whether Contractor's damage, loss or expense is established by judgment or arbitration or settlement and whether or not Subcontractor participated in such litigation or arbitration or settlement. (d)(3) INDEMNITY — COPYRIGHT INFRINGEMENT CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH'S (d)(1) AND (d)(2) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES ARISING OUT OF OR RELATING TO ANY CLAIM AGAINST OWNER OR INDEMNITEES ASSERTING INFRINGEMENT OR ALLEGED INFRINGEMENT OF A PATENT, TRADEMARK, COPYRIGHT OR OTHER INTELLECTUAL PROPERTY RIGHT IN CONNECTION WITH THE INSTRUMENTS OF SERVICE OR OTHER DESIGN DOCUMENTS FURNISHED BY SUBCONTRACTOR OR THROUGH CONTRACTOR OR ITS SUBCONTRACTORS, EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF THE INDEMNIFIED PARTIES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. (d)(4) INDEMNITY - LIEN CLAIMS. SUBCONTRACTOR HEREBY AGREES TO FULLY, AND COMPLETELY INDEMNIFY, DEFEND AND HOLD THE INDEMNIFIED PARTIES HARMLESS FROM ALL LOSSES ARISING FROM LIENS, OR CLAIMS OF RIGHT TO ENFORCE LIENS (EACH A "LIEN CLAIM"), AGAINST THE JOBSITE OR THE IMPROVEMENTS TO BE ERECTED THEREON ARISING OUT OF ANY WORK TO BE PERFORMED OR LABOR OR MATERIALS TO BE FURNISHED BY SUBCONTRACTOR AND ITS SUB - SUBCONTRACTORS OF ANY TIER, LABORERS, MECHANICS OR MATERIALMEN PERFORMING WORK UPON OR FURNISHING MATERIALS FOR THE WORK. Neither final payment by Owner or Contractor, nor acceptance of the work shall be deemed to constitute a waiver or release of the foregoing obligation. If any such Lien Claim shall at any time be filed, Subcontractor shall immediately pay such or proceed with discharging or bonding around the lien claim as provided herein and in accordance with Applicable Law. Subcontractor shall deliver to contractor within forty-eight (48) hours of Subcontractor's receipt of copies, or knowledge, of all notices related to the Owner, the Contractor, the Project, this Subcontract or any other filings received by Subcontractor or that are otherwise filed by any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work. Subcontractor shall promptly pay each sub - subcontractor, laborer, mechanic and materialmen, and will keep the work and jobsite free and clear of any and all liens and claims of lien; provided, however, if a lien is filed and if Subcontractor wishes to dispute such lien, Subcontractor shall promptly advise Contractor thereof in writing and file in the county where such lien claim is asserted with a copy to the Contractor, no later than ten (10) days after the filing of such lien claim, a statutory bond in compliance with Chapter 53 of the Texas Property Code in an amount sufficient to cause such lien to be removed as a matter of record. If Subcontractor fails to post such bond within ten (10) days after assertion of the lien, then Contractor shall have the right (but not the obligation) to cause such lien to be removed as a matter of record, through payment, settlement thereof or otherwise, and to deduct the cost thereof, including its attorney fees incurred as a result of such lien claim, from sums otherwise due to Subcontractor under the agreement. (d)(4)(1) Arbitration to Determine Validitv of Lien. Notwithstanding any provision contained herein to the contrary, in the event that Subcontractor or any of any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work asserts or files a lien or bond claim against the Project, Contractor may initiate an arbitration to determine the validity of such lien or bond claim by providing written notice to the entity or individual asserting the lien or bond claim. Arbitration pursuant to this section shall be limited to determining whether the lien or bond claim is invalid and subject to judicial removal under the Texas Property Code or other Applicable Law, as defined herein. (d)(4)(1)(1) Contractor and Subcontractor shall have three (3) days from the date Contractor provides notice under Section (d)(4)(1) to select an arbitrator. If either Party should fail to timely select an arbitrator, the selection of the Party providing a choice shall so serve. A final hearing to determine the validity of the lien or bond claim shall be held no later than the 20th day after Contractor provides notice as set forth in Section (d)(4)(1). (d)(4)(1)(2) Should the lien or bond claim be found invalid and subject to judicial removal, Contractor may move for confirmation of the arbitrator's award in any court of competent jurisdiction. (d)(4)(1)(3) Subcontractor shall obtain the written consent of all its subcontractors, laborers, vendors or suppliers to participate in the arbitration described above and provide this written consent to Contractor immediately upon demand. (d)(5) Nothing herein shall be construed to require the Subcontractor to indemnify any of the Indemnified Parties for an indemnified claim to the extent caused by or resulting from any Indemnified Party's own negligence unless otherwise permitted under Chapter 151 of the Texas Insurance Code. It is agreed that with respect to any legal limitations now or hereafter SC31 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 in effect and affecting the validity and enforceability of the indemnification obligations in this Agreement, such legal limitations are made a part of the indemnification obligations to the minimum extent necessary for this Agreement to conform to the requirements of such limitations, and as so modified, the indemnification obligations shall continue in full force and effect. This indemnification provision is intended to comply with Chapter 151 of the Texas Insurance Code and shall be read as broadly as permitted to satisfy that intent. (d)(6) The provisions of this Article 9(d) shall not be limited in any way by the amount or type of insurance obtained by Contractor, Owner, any other Indemnified Parry, or any of their consultants, contractors, subcontractors or suppliers. In all contracts between Subcontractor, any of its Sub -subcontractors of any tier, or suppliers, Subcontractor shall require such Sub - subcontractor or supplier to indemnify, defend and hold harmless the Indemnified Parties to the same extent that Subcontractor must indemnify, defend and hold harmless the Indemnified Parties pursuant to this Article 9(d). (d)(7) The Subcontractor's indemnification obligations expressly include all costs and expenses of litigation and/or arbitration, court and arbitrator's fees, costs, attorneys' fees, fees of experts and consultants, settlement costs and expenses and all other costs and expenses in connection with the litigation or arbitration, without reimbursement from Contractor, whether or not the claims made for loss, injury, damage or property damage are determined to have merit, and regardless of whether the defense of Contractor is maintained by Contractor or assumed by Subcontractor. Contractor, in its sole discretion and at its sole option, may defend any or all of the indemnified claims or tender to Subcontractor the defense of any or all of the indemnified claims. If Contractor elects to tender defense to Subcontractor, Subcontractor shall be bound and obligated to assume the defense of Contractor in the indemnified claims, including any settlement negotiations arising therefrom. (d)(7)(i) It is understood and agreed by Subcontractor that if Contractor tenders the defense of an indemnified claim to Subcontractor and Subcontractor fails or neglects to assume the defense thereof, Contractor may compromise and settle or defend any such suit or action, and Subcontractor shall be bound and obligated to reimburse Contractor for the amount expended by settling or compromising any such claim, or for the amount expended by Contractor in paying any judgment rendered therein, together with all attorneys' fees and costs of litigation incurred by Contractor. (d)(7)(ii) Neither final payment by Contractor nor acceptance of the Work performed by Subcontractor shall constitute a waiver of the foregoing indemnities and notwithstanding any other provision contained in this Subcontract Agreement, the provisions of this Article 9(d) shall survive the termination, expiration or completion of this Subcontract Agreement. SC32 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT J SITE SPECIFIC SAFETY PLAN SC33 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 V" WHITING -TURNER DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 HCA Behavioral Health Hospital Fort Worth 9000 North Freeway, Fort Worth, TX 76244 Prepared by: Krystal Atcheson-Todd The Whiting -Turner Contracting Company 300 E. Joppa Road Towson, Maryland 21286 1 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 1. Environmental, Health and Safety Policy The elimination of accident/incidents related to Whiting -Turner operations is one of our greatest responsibilities. Morally, legally, and financially, we are compelled to make every reasonable effort to eliminate hazards from our operations and to complete our projects without accident/incidents. We must constantly strive to improve our safety success through the implementation of best practices that will enable us to more effectively identify and mitigate potential hazards. Unless predetermined otherwise, our project superintendent is our job site safety representative, and as such is primarily responsible for maintaining an effective culture of safety excellence. It is vital to our continuing success that all Whiting -Turner operations personnel be constantly vigilant in planning and executing our work in a manner that provides a safe environment for everyone. We must instill this same commitment and attitude toward safety in all workers on all projects! Thank you for all you do every day to maximize our safety success. Timothy J. Regan President © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 2 1 P a g e DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 2. Commitment to Safety Excellence The Whiting -Turner Contracting Company firmly believes that safety is of paramount importance on all its projects. It is widely known that there is a direct correlation between unsafe acts and (a) incidental injury, (b) occupational illness, and (c) property damage. For that reason, Whiting -Turner strives to create a culture of safety excellence through leadership, integrity, collaborative risk assessments and pre- planning strategies that provide tradespersons with the tools to perform their tasks safely and deters unsafe acts. Whiting -Turner's Environmental, Health and Safety Manual will serve as the basis on which the culture of safety excellence will be upheld and improved upon. Maintaining a culture of safety excellence through commitment, communication, and compliance makes more attainable our goals of • zero fatalities; • zero permanent injuries; • zero impact on public personnel or property; • and zero accident/incidents that would adversely impact the client, cost, or schedule. All Whiting -Turner employees shall adhere to all the principles, policies, and procedures of Whiting - Turner's EH&S Manual. Likewise, all contractors/subcontractors engaged in work on Whiting -Turner projects or on behalf of Whiting -Turner shall adhere to all the applicable principles, policies, and procedures of Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site -Specific Safety Plan. Adherence to this plan and Whiting -Turner's Contractor/Subcontractor Plan does not absolve any contractor/subcontractor from its legal/contractual obligation to submit a safety program, which meets or exceeds the requirements of the Whiting -Turner Contractor/Subcontractor EH&S Manual, the contract documents and federal, state, local or other applicable regulations. Dusty Roberts Project Manager Krystal Atcheson-Todd Project Superintendent James Garcia EH&S Manager © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 3 1 P a g e DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 3. Background Information 3.1. Project Organization: Owner: HCA Project Executive: Brent Schoolfield Project Manager: Dusty Roberts Project Superintendent: Krystal Atcheson-Todd 3.2. Project Description: 65,000 SF single -story wood -framed behavioral health hospital in Fort Worth, TX. Project features include: 88 patient beds, a full -service kitchen and dining rooms, several therapy rooms, two interior courtyards, a separate gym facility, site utilities, parking lots, paving, high security fencing, and landscaping. 3.3. Site History and Hazard Assessment: This plot is a greenfield site with minimal public site utilities and a perimeter fencing. No development has been done previously. 3.4. Phases of Work: The definable features of work contemplated for the project have been set forth and are listed below in Section 15. The Activity Hazard Analysis (AHA) for each definable feature of work will be prepared to identify hazardous activities and set forth safe practices and procedures for each hazardous activity associated with the work phase. The AHA will be further defined and discussed during the preconstruction meeting. 4 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 4. Project Responsibilities 4.1. Project Manager 4.1.1. Overall authority and responsibility to implement and manage the project's Site -Specific Safety Plan. 4.2. Project Superintendent 4.2.1. Responsible to enforce compliance with Whiting -Turner's Site -Specific Safety Plan, OSHA Standards, and all other Federal, State, and Local Safety Codes and Regulations. 4.2.2. Responsible for coordination of Whiting -Turner workforce and contractors/subcontractors to ensure that a logical, systematic progression of work takes place. 4.2.3. Responsible to assist contractors/subcontractors in pre -planning their operations to prevent personal injury and property damage. AHAs and pre -task plans for new or modified operations are to be reviewed prior to the operation's commencement. 4.2.4. Responsible to schedule, distribute notification, and chair mandatory safety meetings. 4.2.5. Responsible to notify contractors/subcontractors of a safety noncompliance. This notification will include the allowable time limit for compliance or correction shall be made by Whiting -Turner and back charged to the contractor/subcontractor . A copy of any written notice, including all noncompliance items and date of correction will be filed in the project files. 4.2.6. Responsible to assist in the investigation of accidents, incidents and near misses in conjunction with the contractor's/subcontractor's foreman, and safety representative. 4.3. Subcontractor Project Managers/Outside Superintendents/Foreman 4.3.1. Has overall responsibility for ensuring the safety of the workers reporting to him/her. 4.3.2. Shall ensure that his/her employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual, and this Site -Specific Safety Plan. 4.3.3. Shall ensure compliance with the site -specific safety orientation process for all their personnel assigned to the project. 4.3.4. For activities where pre -task plans are required, shall ensure that daily pre -task plans are completed, submitted to Whiting -Turner for review, and then reviewed with the work crew(s) prior to commencing. 4.3.5. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.3.6. Shall attend all required meetings for which Whiting -Turner requests their presence. 5 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 4.3.7. Shall investigate all accident/incidents and near misses in conjunction with the Whiting - Turner Superintendent, and contractor/subcontractor safety representative. 4.3.8. Contractor/Subcontractor Safety Representative: 4.3.8.1. Shall ensure that their employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site - Specific Safety Plan. 4.3.8.2. Shall ensure compliance with the site -specific safety orientation process for all personnel assigned to the Project. 4.3.8.3. Shall train their employees to perform their work in a safe manner and to recognize [and correct] unsafe condition and unsafe acts. 4.3.8.4. Shall make a minimum of one complete safety inspection of their work per week with a written report to the Whiting -Turner Project Team noting the corrective action to identified hazards. 4.3.8.5. Shall attend each weekly project safety representative meeting. 4.3.8.6. Shall chair each weekly tool -box talk, with written minutes and provide copies weekly to the Whiting -Turner Project Team. 4.3.8.7. Shall report all safety -related matters to the imbedded Whiting -Turner EH&S Personnel (if applicable) and Whiting -Turner Superintendent. 4.3.8.8. Shall be responsible for the contractor/subcontractor accident/incident reporting requirements. 4.3.8.9. Shall investigate any accident/incident involving their employee and submit accident/incident investigation reports to Whiting -Turner Safety Department within 24 hours. 4.3.8.10. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.4. Project Employee 4.4.1. Shall attend the project safety orientation and complete the orientation acknowledgement form prior to beginning work on this project. 4.4.2. Shall perform their work in a safe manner for prevention of harm to themselves, fellow workers, the general public, and to prevent property damage of all concerned. 4.4.3. Shall attend weekly Tool -Box Talks. 4.4.4. Shall alert their foreman of hazards and unsafe acts. 4.4.5. Shall notify their foreman immediately of any accident/incident. 6 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 4.4.6. Shall comply with their company's safety program, Whiting -Turner's Contractor/Subcontractor EH&S Manual, this Site -Specific Safety Plan, and all applicable Federal, State, and Local Codes and Regulations. 5. Responsibilities and Lines of Authority 5.1. Identification and Accountability of Personnel: The Whiting -Turner Contracting Company does not intend to insert itself in the employer - employee relationship. Therefore, each employer on Whiting -Turner's project will be accountable for monitoring compliance and enforcing the policies and procedures as set forth in this Site - Specific Safety Plan, and all applicable contractual documents, for their respective employees. If compelled and to uphold the commitment to safety excellence, Whiting -Turner will engage any worker or tradesperson (and their direct supervisor) who has left an unsafe condition or who has been observed committing an unsafe act. 5.2. Lines of Authority: The following personnel shall have the authority to intervene and suspend work in the interest of safety policy compliance: 5.2.1. ALL Project Personnel and Vendors Note: that following a safety work stoppage, the responsible contractor/subcontractor and the Whiting -Turner project team shall be notified immediately. Whiting -Turner will facilitate the prompt corrective action of the unsafe act or condition with the responsible contractor/subcontractor . After satisfactory correction of the unsafe act or condition, the Whiting -Turner project team will authorize work to resume. 5.3. List of Emergency Phone Numbers and Points of Contact: Project Superintendent: Krystal Atcheson-Todd Cell: 469-304-8882 Project Manager: Dusty Roberts Cell: 682-206-8150 Area EH&S Manager: James Garcia Cell: 469-560-6690 Senior Project Manager: Brent Schoolfield Cell: 469-853-1774 6. Subcontractors and Suppliers 6.1. Identification of contractor/subcontractor s and Suppliers: 7 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 6.1.1. A list of contractor/subcontractors and suppliers by name, discipline, contact name, and telephone number shall be available at the project office for review. 6.2. Means for Controlling and Coordinating contractor/subcontractors and Suppliers: 6.2.1. A copy of the Site -Specific Safety Plan will be made available to all contractor/subcontractors at the Project Site and are required to comply with the requirements as set forth therein. 6.2.2. All contractor/subcontractor s and vendors, shall be required to comply with the policies and procedures indicated within this Site -Specific Safety Plan as well as the policies and procedures contained within the following publications: 6.2.2.1. Occupational Safety & Health Standards for the Construction Industry (CFR) 29 Part 1926 6.2.2.2. Occupational Safety Standards for General Industry CFR 29 Part 1910. 6.2.2.3. The Whiting -Turner Contracting Company EH&S Manual 6.2.2.4. Contractor/Subcontractor EH&S Manual 6.3. Safety Responsibilities of contractor/subcontractor s and Suppliers: 6.3.1. Subcontractors are required, upon execution of subcontract, to comply will all safety policies and procedures in effect on the job site. 6.3.2. All contractor/subcontractor s shall be responsible for providing all necessary safety equipment, training, and shall assure a drug -free work force for their personnel. The responsible contractor/subcontractor shall ensure that all safety information is communicated to workers in a language they understand. contractor/subcontractor s must provide someone to translate for employee's who are not fluent in English. 6.3.3. Each contractor/subcontractor with personnel on the job site shall be required to attend each job site safety meeting conducted by The Whiting -Turner Contracting Company's Site Safety Manager. contractor/subcontractor s are required to hold their own individual safety meetings weekly and provide a copy of the meeting to The Whiting -Turner Contracting Company. 6.3.4. Each contractor/subcontractor shall be required to have a person trained in CPR and First Aid on site during contractor/subcontractor -construction activity. 6.3.5. Each contractor/subcontractor to maintain first aid kits on the job site. 6.3.6. Subcontractors are required to develop the Activity Hazard Analysis (AHA) for their definable feature of work, per the AHA Form and as outlined in paragraph 3.4. 6.4. Pre -Construction Submittals 6.4.1. Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 6.4.1.1. The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. 6.4.1.2. The contractor/subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the contractor's/subcontractor's employees are working 6.4.2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. 6.4.3. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 6.4.4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. 6.4.5. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. 6.4.6. A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. 6.5. Safety Management 6.5.1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand-downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 6.5.2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: 6.5.2.1. Minimum requirement proof of OSHA 30 hour submitted 6.5.2.2. Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting - Turner's EH&S Manager regarding the contractor's/subcontractor's site - specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and 9 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. 6.5.3. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. 6.5.3.1. Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. 6.5.3.2. One documented inspection shall be conducted each week. 6.5.4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. 6.5.4.1. The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. 6.5.5. The contractor/subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. 6.5.6. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. 6.5.7. The contractor/subcontractor 's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. 6.5.8. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan 6.5.9. All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 6.5.10. Accident/incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed 101Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. 6.5.11. Only communication radios are permitted on Whiting -Turner projects. 11 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7. Training and Project Meetings 7.1. Safety Indoctrination Training Subjects: 7.1.1. The following must be presented to all Whiting -Turner employees and contractor/subcontractor employees prior to beginning work: 7.1.1.1. The Whiting -Turner safety orientation and the orientation acknowledgement form 7.1.1.2. Expectations for controlling water & moisture on the project 7.1.1.3. Hazard communication information specific to the project 7.1.1.4. Project specific emergency action plan 7.1.1.5. Safety programs specific to the project (AHA's, PTP's, PPE) 7.1.1.6. Other specific safety related information about the project 7.1.2. Hazard Communication Program: 7.1.2.1. Written HAZCOM programs, Chemical Inventory Lists and SDS's shall be kept in the Whiting -Turner site office for all hazardous chemicals 7.1.2.2. All containers shall be labeled in accordance with the Globally Harmonized System for Hazard Communication 7.1.2.3. Each employee must be trained in the recognition and avoidance of hazards when asked to work with any chemical 7.1.3. Emergency Procedures: 7.1.3.1. Supervisor shall be notified immediately of any injury, illness, or accident/incident; they will notify Whiting -Turner. 7.1.3.2. Injuries must be treated by a person who holds a valid first aid certification. Call designated emergency numbers for assistance. Report all injuries regardless of severity. 7.1.3.3. Emergency contact numbers and maps to the nearest hospital are to be posted at entrances to trailers/field offices. 7.1.3.4. A job wide first -aid kit must be on -site and easily accessible; all medications must be removed. Each contractor/subcontractor is also responsible for providing a first aid kit. 7.2. Mandatory Meetings 7.2.1. In the interest of eliminating job safety risks and heightening awareness of project safety, job wide safety meetings shall be conducted every month while work on the job site is in progress. Safety meetings shall be conducted based on the following format: 7.2.1.1. A review of past unsafe conditions, accident/incidents, or activities. 121Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 7.2.1.2. Review of pertinent aspects of the applicable Activity Hazard Analysis. 7.2.1.3. Review of safe working procedures and safety training. 7.2.1.4. Review of accident/incident and emergency procedures. 7.2.2. Supervisory safety meetings shall be conducted to discuss all applicable activity hazard analyses and all project safety concerns. These meetings shall be held weeklv. 7.2.3. Safety task force meetings build camaraderie and cohesion among different tradespersons and build a system of accountability. The task force shall consist of one representative from each contractor/subcontractor. The functionality and effectiveness of this task force is maximized by conducting a joint safety survey of the site. The task force members may determine the focus of these meetings based on . These meetings shall take place on a monthlv basis. 7.2.4. Quarterly Safety Focus - All projects and offices shall participate in the Quarterly Safety Focus meetings; these meetings will take place at 11:30am local time in February, May, August, and November 7.3. Additional Training and Certification 7.3.1. Additional safety training may be conducted under the direction of the Whiting -Turner team and in cooperation with supervisory, contractor/subcontractor, vendor personnel. 131Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 8. Safety Inspections 8.1. The Whiting -Turner Superintendent will conduct and document a weekly safety inspection. The inspections shall focus on, but are not limited to the following: 8.1.1. Compliance with the site -specific safety plan, the Whiting -Turner EH&S Manuals and provisions set forth by OSHA. 8.1.2. Safe delivery and storage of project materials. 8.1.3. Ensure daily inspections and follow up the project foreman. 8.1.4. Proper maintenance of project equipment and tools 8.2. The Whiting -Turner Project Manager will perform and document a monthly safety inspection with the Whiting -Turner or contractor/subcontractor superintendent. 8.3. Items found to be deficient shall be corrected or abated immediately or the area of work affected by the deficiency shall be cordoned off to prevent personnel access until corrective action can be taken. The responsible contractor/subcontractor shall confirm the safety deficiency is corrected or abated. The Whiting -Turner team shall exercise authority as outlined to expedite safety -deficiency corrective action and/or abatement. 8.4. Hole and Perimeter Protection Safety Inspections - All Whiting -Turner field management employees who are routinely in the field are required to attend the safety inspection and fall protection inspection training and are required to perform compliance surveys. The 2-a-day floor hole and perimeter protection compliance survey's may be conducted twice a day by any trained Whiting -Turner team member. 8.5. In addition to the inspections conducted by the contractor/subcontractor s and the Whiting -Turner project team, the Whiting -Turner Area EH&S Manager will perform a minimum of one site specific safety survey each month. 141Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 9. Safety Goals, Incentives, Compliance and Accountability 9.1. Safety Goals and Objectives: 9.1.1. It is the Contractor's responsibility to provide a place of employment free from recognized hazards that could cause death or serious physical injury to personnel working at the job site. 9.2. Safety Incentives: 9.2.1. Whiting -Turner shall continue its current safety -incentive program to award its personnel for reaching milestone dates for days -without -lost -time accident/incident. Milestone dates shall be determined by the Site Safety Manager taking into consideration the magnitude and scope of the project and personnel safety moral levels. 9.3. Safety Non -Compliance Procedure: 9.3.1. Any and all violations of the procedures or practices stipulated or intended from this Site -Specific Safety Plan shall be directed to project supervisory personnel immediately. Employees shall be encouraged to report close calls, unsafe conditions, and unsafe acts to project management without consequence. 9.3.2. Personnel that are determined to be responsible and negligent for violating safety policies shall be issued a "Written Warning" form, with a copy becoming part of their personnel file. Employee(s) shall also be instructed in the proper procedures for the applicable task(s). In the event, personnel are employed by contractor/subcontractor s, suppliers, or the owner; all violation forms shall be sent to their respective supervisory personnel. 9.3.3. Upon the second violation of any safety guideline, the involved personnel, including second tier contractor/subcontractor s, suppliers, or project owner representatives shall, at the discretion of The Whiting -Turner Contracting Company, be removed from the job site for an indeterminate time period and up to termination. In addition, the contractor/subcontractor may be subject to a fine for non-compliance. 9.4. Accountability: 9.4.1. Project Managers and Safety Personnel shall be accountable to ensure provisions for a place of employment free from recognized hazards that could cause death or serious physical injury to personnel. Project Managers and Safety Personnel must ensure total compliance by all project personnel and second tier groups of the policies and procedures as set forth in the Site -Specific Safety Plan. 151Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 10. Accident/Incident Reporting 10.1. Exposure Data: 10.1.1. The Whiting -Turner Superintendent shall maintain man-hour exposure data. Data for both Whiting -Turner employees and contractor/subcontractor employees shall be recorded and shall reflect the actual man-hours worked on the project. 10.2. Accident/Incident Investigations, Reports, and Logs: 10.2.1. All accidents/incidents, injuries, near -miss accidents/incidents, unsafe conditions, and unsafe acts that occur shall be reported immediately to project supervisory personnel. No supervisor may decline to accept an accident/incident, injury, near -miss accident/incident, unsafe condition, or unsafe act report. 10.2.2. Investigations should be conducted as soon as possible after the occurrence to ensure the most accurate information is being captured. In addition, a prompt investigation reflects and promotes Whiting -Turner's culture of safety excellence. 10.2.3. The Superintendent and/or site supervision should investigate and provide a written report of all accident/incidents to the Claims Manager. 10.2.4. In the case of serious accident/incident, the Claims Manager and Area EH&S Manager should be called to assist in the accident/incident investigation and provide guidance with the documentation. 10.2.5. Identify witnesses. Record their names, contact information and employers. Interview witnesses in private regarding accident/incident description and cause. Ask them to sign a statement of description and cause. 10.2.6. The goal is to ask questions and record information. Ask the six probing questions to obtain detailed information to gain insight into the accident/incident: 10.2.6.1. The "who" question provides information about those involved 10.2.6.2. The "what" question leads into actions, events, and physical objects 10.2.6.3. The "where" question may help with the determination what caused the Accident/incident and discover the conditions that brought it about 10.2.6.4. The "when" question will often prompt information regarding relationships between pairs of activities or events 10.2.6.5. The "how" question should provide information on the interaction and relationships among the activities and events 10.2.6.6. The "why" question offers clues concerning the corrective measures, since the answers will focus on unsafe acts or hazardous conditions 10.2.7. If possible, if the scene has not been altered, take pictures of the scene. Include the following information with the photo: 161Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 10.2.7.1. Date of accident/incident 10.2.7.2. Brief description of accident/incident 10.2.7.3. Location 10.2.7.4. Name and number of the person who took the photo 10.2.7.5. Retain any evidence related to the accident/incident 10.2.7.6. Draw diagrams, mark up drawings 10.2.7.7. Obtain copies of reports from others (police, fire department, contractors/subcontractors, doctors, etc.). 10.3. Reporting Procedures: 10.3.1. Contractor/subcontractor employees must immediately report all accident/incidents to their company's supervisory personnel. 10.3.2. The contractor/subcontractor employee's supervisor has the responsibility to immediately report all accident/incidents to the Whiting -Turner Superintendent or designee. The supervisor, in consultation with the injured or reporting employee, completes the contractor's/subcontractor's written investigation report and submits it to the Whiting -Turner Superintendent or designee within twenty-four (24) hours of the accident/incident. 10.3.3. All injuries or accident/incidents regardless of how small must be reported immediately to the foreman or Superintendent on the jobs and treated at once. 10.4. Correction Procedures: 10.4.1. Place additional warning signs, barricades, warnings lights, if needed as indicated, and illumination, etc. 10.4.2. Determine cause or causes. Often accident/incidents occur as a result of a combination of unsafe conditions and unsafe acts. 10.4.3. Correct unsafe physical conditions or equipment deficiencies immediately after the investigation. Check other equipment to make sure it does not have similar defects. 10.4.4. Make improvements in maintenance and inspection procedures or provide means for better enforcement of existing procedures. 10.4.5. Review indoctrination, tool box meetings and on job instruction to see if more educational material should be added or improvements can be made in presenting it. 10.4.6. Prepare a detailed report on the findings and corrective measure to be taken. 10.4.7. Institute any follow up procedures required, with target dates, to ensure compliance with changes made. 10.5. Accident/Incident Review Process: 10.5.1. The Whiting -Turner Superintendent or designee will schedule an accident/incident review meeting within three (3) days of the accident/incident. At a minimum, the 17JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Irl contractor/subcontractor employee's supervision, the Whiting -Turner Project Manager and Area EH&S Manager should be invited. 10.5.2. The Whiting -Turner Superintendent or designee is then responsible for documenting a summary of the meeting, reviewing it with an Area EH&S Manager, and distributing it to all contractors/subcontractors and Whiting -Turner project team to prevent further occurrences. The names of the individuals involved shall be kept out to protect their privacy. © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 181Page DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 11. Medical Support 11.1. Prior to the start of work, the Whiting -Turner project team shall post the nearest medical support facilities in the job bulletin as provided by Travelers. The medical support facilities closest to the project site are listed below: Hospital: Medical City Alliance Address: 3101 North Tarrant Pkwy Telephone Number: 817-639-1000 Urgent Care: CareNow Urgent Care Address: 9437 North Freeway Telephone Number: 469-778-5228 11.2. An emergency response bulletin board shall be conspicuously posted on the job site identifying medical support facilities, poison control center contacts, fire response, hot work permit contact, ambulance, and the emergency action plan. In addition, the emergency response bulletin board shall show a project location map with primary medical support facilities identified. This map shall also identify where personnel are to meet incoming emergency response teams and direct them to the accident/incident scene as necessary. Other State and Federal Employee Notices will be conspicuously posted along with the other data required by the emergency response bulletin board. 11.3. The project safety orientation shall include a segment where the emergency action plan shall be explained in detail. Additional refresher training shall be conducted frequently by Whiting -Turner and contractor/subcontractor s supervisory personnel for their respective employees. 11.4. No less than one first aid and CPR trained personnel certified to render aid in the event of an injury shall be provided on the job site at all times. Copies of current personnel first aid and CPR certificates shall be retained on file by The Whiting -Turner Contracting Company. 11.5. The job site office shall be equipped with a large capacity first aid kit and shall be placed in a conspicuous location. 191Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 12. General Public Safety 12.1. All visitors, salesman, delivery persons, vendors, etc. must report to the Whiting -Turner field office to obtain permission to enter. 12.1.1. Client's contractor/subcontractor s and vendors are visitors to our site and must complete a waiver/release form. 12.1.2. The aforementioned shall not be granted access to the site without signing a waiver/release form, obtaining a visitor's badge (if applicable), and wearing proper personal protective equipment. 12.1.3. In addition, Whiting -Turner requires visitors to be escorted at all times during their visit. 12.2. Prominent project signage shall be placed at the perimeter fencing that outlines the proper entrances and exits, visitor check in policy to gain site access and the proper protection gear that is required. 12.3. Site Security: 12.3.1. A high, strong, and rigid post driven fence with scrim [opaque screen or fabric, black visqueen screening] will be installed around the perimeter of the project. In cases where fence installation is infeasible, a plan for site security shall be drafted and made available for review by an Area EH&S Manager. 12.3.1.1. If the fence is constructed near walkways, roadways, etc. where pedestrians will pass, the potential passage of material through the construction side to the pedestrian side must be controlled. 12.3.1.2. Care must be taken to secure fence from blowing over in high winds — also consider scrim ventilation methods. The fence must be secured per Whiting -Turner's project fencing procedures. 12.3.1.3. The perimeter fences will not have openings greater than 4" between vertical supports. 12.3.1.4. This 4" requirement will also include the gap between the bottom of the fence and the ground to ensure perimeter security. 12.3.1.5. Barbed wire shall not be used. 201Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 r- W 12.3.2. Construction gates — Construction gates will be kept closed; to the greatest extent possible and the gates are to be locked after normal working hours. 12.3.3. Whiting -Turner and all contractors/subcontractors are to remove keys from all vehicles, lifts, equipment, and machinery at the end of the work day and ensure machinery is effectively locked out. 12.3.4. A Whiting -Turner staff person shall walk the site at the end of the day. Whiting -Turner staff person shall verify gates are closed, no gaps are in the fence, machines are turned off and keys removed, no running water, all contractor/subcontractor personnel, vendors, and visitors have left the jobsite, etc. 12.4. Trenches (Excavations) in Walkways and Roadbeds: Pedestrians tripping or falling in temporarily closed trenches or excavations are a constant liability concern. The following precautions shall be considered: 12.4.1. If the trench or excavation is in an area open to the public, then adequate warning signs and barricades must be installed, such as fencing or wood guardrails. 12.4.2. Temporary trench covering for two or less weeks should be backfilled with material that can be tamped securely. Any movement in the material is to be noted and stabilized immediately. 12.4.3. Temporary trench covering for two weeks or more should be concrete or macadam top. Steel dock plates may be used in lieu of concrete and macadam. 12.4.4. Steel plates over the trench excavation may be the most economical method for short or long durations for temporary trench covering. Be sure to adjust the plates and provide a smooth transition with asphalt or concrete to minimize the tripping hazard potential. 21 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 r- W I 13. General Site Prohibitions The following are prohibited on all Whiting -Turner Projects: 13.1. The use of the following administrative controls as a means of fall protection 13.1.1. Controlled Access Zone as a means of fall protection 13.1.2. Controlled Decking Zone as a means of fall protection 13.1.3. Safety Monitor System as a means of fall protection 13.2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 13.3. Working from the midrail or top rail of any lift 13.4. The use of cell phones for signaling of cranes and equipment 13.5. The use of open hooks during lifting operations/picks. 13.6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 13.7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 13.8. The use of open turnbuckles as part of the perimeter cable system 13.9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 13.10. Harassment of any kind, to any person 13.11. Smoking or use of vaporized equipment (except in designated areas) 13.12. Radios, media players, headphones, or other listening devices 13.13. Guns or weapons of any kind 13.14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 13.15. Riding on equipment that is not equipped with proper seating and seat belt 13.16. Open fires, fire barrels, or hot boxes 13.17. The use of metal ladders 221Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14. Safe Work Practices, Programs, and Procedures 14.1. Carbon Monoxide Exposure Prevention 14.1.1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 14.1.2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 14.1.3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. 14.2. Concrete and Masonry 14.2.1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.2.2. General requirements: 14.2.2.1. Rebar caps shall be used on all reinforcing steel that personnel could fall upon or become impaled in any way. 14.2.2.2. No personnel shall be permitted to work under concrete buckets while buckets are being elevated, moved laterally, or lowered into position. 14.2.2.3. No personnel shall be permitted to place concrete through a pneumatic hose unless the personnel are wearing protective hand and face equipment. 14.2.2.4. No personnel shall be permitted to tie reinforcing steel more than 6 feet above an adjacent surface without the use of satisfactory fall protection and/or fall restraints. 14.2.3. Equipment and tool requirements: 14.2.3.1. Powered and rotating type concrete troweling machines that are manually guided shall be equipped with a control switch that shall automatically shut off the power whenever the hands of the operator are removed from the equipment handles. 14.2.3.2. Masonry saws shall be guarded with a semicircular enclosure over the blade. 14.2.3.3. All equipment that is to receive maintenance or repair shall be properly locked -out to prevent the inadvertent operation of equipment during such sessions. 231Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.2.4. Cast -in -place concrete requirements: 14.2.4.1. Formwork shall be designed, fabricated, erected, supported, braced, and maintained so that it shall be capable of supporting without failure all vertical and lateral loads that may reasonably be anticipated to be applied to the Formwork. 14.2.4.2. All base plates, shore heads, extension devices, and adjustment screws shall be in firm contact, and secured when necessary, with the foundation and the form. 14.2.4.3. Jacks and vertical supports shall be positioned in such a manner that the loads do not exceed the rated capacity of the jacks. 14.2.4.4. Reinforcing steel for walls, piers, columns, and similar vertical structures shall be adequately supported to prevent over turning and to prevent collapse. 14.2.4.5. Unrolled wire mesh shall be prevented from recoiling. 14.2.4.6. Forms and shores shall not be removed until the concrete has gained sufficient strength to support its weight and superimposed loads. 14.2.5. Pump Truck requirements: 14.2.5.1. Equipment must be fully inspected and in good running condition per the manufacturer before it is allowed on the project. Any equipment not meeting the manufacturers' specifications for safe operations will be turned away or removed from the project. 14.2.5.2. Daily checklist all equipment must be maintained by the contractor. 14.2.5.3. Operator's certification shall be submitted prior to commencement of the operation 14.2.5.4. Adequate ground conditions shall be provided for the pump truck 14.2.5.5. Flaggers shall be used when backing up trucks to the pump 14.2.5.6. Back-up alarms are required 14.2.5.7. When operating on outriggers: 14.2.5.7.1. Outriggers must be fully extended 14.2.5.7.2. Outriggers pads must have solid bearing 14.2.5.7.3. Outrigger pads must be level 14.2.5.7.4. Outrigger pads must be pinned 14.2.5.7.5. Full coverage of outrigger pad sized per load 14.2.5.7.6. Front outrigger pads must be provided coverage even if load is not swinging in the front 14.2.5.7.6.1.1. Support under outrigger pads must be solid 14.2.5.7.7. All tires must be off of the ground or per manufactures recommendations 14.2.5.7.7.1.1. Maintain minimum 20' from power lines 241Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.2.5.7.7.1.2. Must be setup on stable, level ground 14.2.5.8. Mixing stations must have proper guardrails and work platforms. Steps may not be created from concrete blocks. 14.3. Confined Space Entry 14.3.1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 14.3.2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. 14.4. Contingency Plan for Severe Weather: 14.4.1. Whiting -Turner and its contractor/subcontractor s shall be responsible for regular monitoring of job site weather conditions in an effort to avoid hazardous conditions caused by severe weather. In the event of severe weather conditions procedures shall be done in a timely manner to reduce job -site danger. Based upon the type of weather condition the proper methods may include but are not limited to the following: 14.4.1.1. Notification to personnel, in transit or prior to, of hazardous job site conditions. 14.4.1.2. Securing of all equipment and materials in place or stored on the job site. 14.4.1.3. Immediate evacuation of job site 14.4.1.4. Utilization of hazardous condition protection facilities as required. (i.e. shelters) 14.5. Cranes and Derricks 14.5.1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 14.5.2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 14.5.3. A crane checklist must be completed prior to each initial lift. 14.5.4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 14.5.5. Boom -tip anemometer or equivalent device is required. 14.5.6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. 251Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.5.7. The competent person shall determine the size, rope materials, and length of the tag line. 14.5.8. The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. 14.6. Critical Lifts 14.6.1. The Whiting -Turner Contracting Company identifies a critical or special lift as 14.6.1.1. any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, 14.6.1.2. any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; 14.6.1.3. any lift that involves the lifting of personnel; 14.6.1.4. any lift where the contents of the lift are considered hazardous to health or environment, and an accidental/incidental release could result harm to either; 14.6.1.5. any lift where encroachments precautions are required for power lines. 14.7. Demolition 14.7.1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 14.7.2. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. 14.7.3. Preparatory Operations: 14.7.3.1. Service lines shall be shut off, capped, or otherwise controlled, inside the building line before demolition work is started. Following these "make safe" activities, actual selective demolition within the structure will be performed. In each case, any utility company or designated authority shall be notified in advance. 14.7.3.2. Where a hazard exists from fragmentation of glass, such hazards shall be removed. 14.7.3.3. Where a hazard exists to personnel falling through wall openings, the opening shall be protected to a height of 42 inches. 14.7.4. Entryways: 261Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 F 1 14.7.4.1. During demolition, access to the structures will be controlled through specified access and egress points as outlined in the Demolition Plan, to be submitted by the demolition contractor. 14.7.5. Removal of walls, masonry section, and chimneys: 14.7.5.1. No wall section, which is more than one story in height, shall be permitted to stand alone without lateral bracing, unless such wall was originally designed and constructed to stand without such lateral support, and is in a condition safe enough to be self-supporting. All walls shall be left in a stable condition at the end of each shift. 14.7.5.2. Structural or load -supporting members shall not be cut or removed until all live loads have been secured. 14.7.5.3. Walkways or ladders shall be provided to enable personnel to safely reach or leave any scaffold or wall. 14.7.6. Manual Removal of Floors: 14.7.6.1. Safe walkways, not less than 18 inches wide, formed of planks not less than 2 inches thick if wood, or of equivalent strength if metal, shall be provided and used by workers when necessary to enable them to reach any point without walking upon exposed beams. 14.7.6.2. When floor areas are being removed, personnel shall not be allowed in the area directly underneath, and such an area shall be barricaded to prevent access to it. 14.7.7. Mechanical Demolition: 14.7.7.1. No personnel shall be permitted in any area which shall be adversely affected by mechanical demolition operations. Only those workers necessary for the performance of the operations shall be present. 14.8. Electrical Hazards Prevention 14.8.1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 14.8.2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 14.8.3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 271Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.8.4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 14.8.5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 14.8.6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 14.8.7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non -insulated wire. 14.8.8. All temporary lighting circuits must originate from GFCI protected breakers. 14.8.9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements 14.9. Energy Control 14.9.1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 14.9.2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 14.9.3. If a system can be locked out through design or by other means, this will be the preferred method. 14.9.4. The lockout device shall be substantial enough to prevent removal. 14.9.5. The lock shall be a separately keyed lock for use only with the lockout system. 14.9.6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 14.9.7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 14.9.8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 14.9.9. A log shall be maintained on site that identifies the following: 14.9.9.1. Date of usage 14.9.9.2. Number of locks and tags used 14.9.9.3. Contractors involved 281Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.9.9.4. Time of LOTO initiation 14.9.9.5. Time of LOTO removal 14.9.9.6. Designated competent persons 14.9.9.7. Location of LOTO Devices 14.9.10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. 14.10. Excavations 14.10.1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 14.10.2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 14.10.3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 14.10.4. All excavations shall be protected by snow fence, at a minimum. 14.10.5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 14.10.6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. 14.11. Fall Protection and Prevention 14.11.1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 14.11.2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. 291Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.11.3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.11.4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 14.11.5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 14.11.6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 14.11.7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 14.11.8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 14.11.9. Perimeter cable shall not be less than 3/8" steel cable. 14.11.10. Corner uprights must be braced so that the required tension may be maintained. 14.11.11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 14.11.12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 14.11.13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14.11.14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 14.11.15. A fall restraint system must be employed when working from articulating boom lifts. 301Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-lC4E14709011 J& im 14.11.16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.11.17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 14.11.18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 14.11.19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 14.11.20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 14.11.21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. 14.12. Fire Prevention and Protection 14.12.1. A 20 1b. ABC dfy ehefnieal fife extinguisher- or- e"ivaleat must be provided for- ea 3,000 . e foot of pr teete.l 1- u l.li wroa. An ex4i ,.gtti he - shall be ,.laee,1 at evefy stair -well on eaeh level. 14.12.2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 14.12.3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. 14.12.4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. 14.13. Hand and Power Tools: 14.13.1. All power tools that are designed to accommodate guards shall have such guards attached at all times of operation. 14.13.2. Machines designed for a fixed location shall be securely anchored to prevent walking or moving. 14.13.3. Personnel using hand and power tools and exposed to the hazards of falling, flying, abrasive, and splashing objects, or exposed to harmful dusts, fumes, mists, vapor, or gases shall be supplied with proper PPE necessary to protect them from such hazards. 31 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.13.4. All hand held powered sanders, grinders, etc. with wheel 2-inch diameter or less and any routers, planers, jigsaws, etc. with blade shanks one-fourth of an inch wide or less may be equipped with only a positive "on -off 'control. 14.13.5. Any hand held power equipment with wheel diameters or blade shanks in excess of those stated in 14.13.4 may be equipped with a momentary contact "on -off 'switch. 14.13.6. All other hand-held power tools, such as circular saws, chain saws, and percussion tools shall be equipped with a constant pressure switch that shall shut off the power when the pressure is released. 14.13.7. All electrically powered hand tools shall be ground fault circuit interrupter protected — double insulated tools included. 14.13.8. Personnel must apply the use of PPE such as but not limited to a hardhat, eye, face, and hearing protection, work boots and protective gloves as required for the task(s) contemplated. Long pants with shirts with long or short sleeves required. 14.13.9. Regular inspections of hand tools shall be performed with the removal of any hand tool deemed to be hazardous by the personnel in charge of the tool and or inspection. 14.13.10. If personnel feel that a hand tool is of a hazardous condition, he or she shall immediately remove the tool from the work area. 14.13.11. The use of electric cords for the purpose of hoisting or lowering shall not be permitted. 14.13.12. Compressed air shall not be used as a cleaning device unless reduced to 30 psi. 14.13.13. Powdered actuated hand tools shall be used only by trained and certified personnel. 14.13.14. Powder actuated tools shall not be loaded until just prior to the intended firing time. 14.13.15. Powder actuated tools, loaded or unloaded, shall at no time be pointed at any other personnel. 14.13.16. Loaded powder actuated tools shall never be left unattended. 14.13.17. Powder actuated tools shall not be used in an explosive or flammable atmosphere. 14.14. Hazard Communications Program: 14.14.1. The Whiting -Turner Contracting Company shall maintain onsite and enforce its written Hazard Communication Program to provide the means necessary to transmit information to personnel regarding chemical and other hazardous products to which they may be exposed. Section 14.12.1.1 herewith shows The Whiting -Turner Contracting Company Hazard Communication Program and is outlined as follows: 14.14.1.1. List of chemicals and other hazardous products: A list of chemicals and other hazardous products used on the job site shall be maintained on the job site at all times. The list shall be updated as new chemicals and 321Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 hazardous products are imported to the job site not shown in the original list. 14.14.1.2. Labeling: All containers of chemicals and hazardous materials shall be properly labeled or tagged. Chemicals and hazardous materials transferred to other containers must be properly labeled to indicate the product stored within. 14.14.1.3. Safety Data Sheets (SDS): A binder of SDS for all chemicals and hazardous materials used on the job site shall be maintained on the job site in a conspicuous location and made available to all personnel and interested parties. The SDS books shall be updated as new chemicals and hazardous products are imported to the job site not originally included in the SDS binder. 14.14.1.4. Training: All personnel shall be provided training in reading and interpreting SDS and labels. Personnel working with chemicals and/or hazardous materials shall consult the SDS and labels prior to the use of chemicals and hazardous materials. 14.14.1.5. Each respective contractor/subcontractor shall be responsible for maintaining their own Hazard Communications Program, list of chemicals and hazardous products, SDS, and training. Copies shall be provided to Whiting -Turner for any site -specific issues. 14.15. Health Hazard Controls: 14.15.1. Accident/Incident Prevention: 14.15.1.1. It shall be the responsibility of each and every personnel to inspect his/her work area before each shift and periodically throughout the day to ensure a safe work area. If any personnel feel their area is unsafe, they shall report this to their supervisor immediately. 14.15.1.2. The job site shall be inspected daily by the job -site foreman to ensure a safe working environment. 14.15.1.3. All machines, tools, materials, or equipment that is deemed to be unsafe shall be locked and tagged out, as to render them inoperable, and shall be removed from the job site. 14.15.1.4. Only qualified personnel shall operate equipment. 14.15.2. Housekeeping: 14.15.2.1. All forms and/or scrap lumber with protruding nails and other hazardous debris shall be kept clear of all work areas, passageways, and stair, in and around building and construction activities. 331Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.15.2.2. Combustible scrap and debris shall be removed at regular intervals as required. 14.15.2.3. Containers for disposal of waste shall be provided by the contractor. If flammable or hazardous materials require disposal, appropriate containers will be provided. Waste shall be disposed of at frequent and regular intervals. 14.15.3. Means of Egress: 14.15.3.1. In every occupied building or structure, exits shall be arranged so as to provide free and unobstructed egress from all areas of the building structure or construction site. No locks or fastening devices may be used if they prevent the free escape of personnel during emergency situations. 14.15.3.2. Exits shall be marked by a readily visible sign in all cases where the exit or the way to reach an exit is not visible to the occupants. 14.15.3.3. All exits shall be maintained and kept free from obstructions. 14.16. Housekeeping 14.16.1. Clean -as -you -go practices are required. 14.16.2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 14.16.3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 14.16.4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 14.16.5. Any material stored in a work area longer than 24 hours must be approved by Whiting - Turner. 14.16.6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 14.16.7. All chemicals brought on site must be approved by Whiting -Turner. 14.16.8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 14.16.9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 14.16.10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. 14.17. Mobile Elevated Work Platform 341Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.17.1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 14.17.2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 14.17.3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 14.17.4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do SO. 14.18. Motor Vehicles and Mechanize Equipment 14.18.1. Equipment: 14.18.1.1. Whenever the equipment is parked, the parking brake shall be set. Equipment parked on inclines shall have the wheels chocked and the parking brake set. 14.18.1.2. All cab glass shall be safely glass, or equivalent, that introduces no visible distortion affecting the safe operation of any machine. 14.18.2. Motor Vehicles: 14.18.2.1. Tools and materials shall be secured to prevent movement when transported in the same compartment with personnel. 14.18.2.2. Vehicles used to transport personnel shall have seats firmly secured and adequate for the number of personnel to be carried. 14.18.2.3. All motor vehicles shall be equipped with seat belts, and these seat belts shall be worn by personnel at all times during operation. 14.18.3. Material Handling Equipment: 14.18.3.1. These rules apply to the following types of earth moving equipment: loaders, crawler or wheel tractors, bulldozers, graders, agricultural and industrial tractors, and similar equipment. 14.18.3.2. Seat belts shall be provided on all equipment covered by this section except as follows: 14.18.3.2.1. Equipment which is designed only for standup operation. 14.18.3.2.2. Equipment which does not have roll-over protective structure or adequate canopy protection. 351Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.18.3.3. All earth moving equipment mentioned in this section shall have a service braking system capable of stopping and holding the equipment fully loaded. 14.18.3.4. All equipment shall have backup alarms which shall be maintained and operable at all times in which the equipment is backing up. 14.18.4. Site Clearing: 14.18.4.1. Personnel engaged in site clearing shall be protected from hazards of irritant and toxic plants and suitably instructed in the first aid treatment available. 14.18.4.2. All equipment used in site clearing operations shall be equipped with ROPS. 14.19. Personal Protective Equipment 14.19.1. Protective equipment, including personal protective equipment for eyes, face, head, and extremities, protective clothing, respiratory devices, protective shield and barriers, and fall protection equipment shall be the contractor/subcontractor 's responsibility to oversee the proper use of such equipment by their personnel as the job dictates. Personnel of second tier contractor/subcontractor s, suppliers, and owner shall also be responsible to oversee the proper use of such equipment by their respective personnel. 14.19.2. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 14.19.3. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 14.19.4. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 14.19.5. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 14.19.6. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 14.19.7. High visibility vests/gear are required by each person on site. 14.19.8. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. 14.19.9. All personal protective equipment shall be of safe design and construction. 14.19.10. Where personnel provide their own protective equipment, respective employers shall be responsible to assure that equipment is in adequate condition to provide the designed protection 361Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.19.11. Specific tasks requiring additional eye, face protection or goggles may be required by personnel as listed here for example but are not limited to the following: 14.19.11.1. Concrete placement. 14.19.11.2. Using a powder actuated device. 14.19.11.3. During some demolition tasks. 14.19.11.4. Metal grinding. 14.19.11.5. Welding and cutting operations. 14.19.11.6. Cutting operations regardless of material type. 14.19.12. Shorts, tank tops, and loose clothing are not permitted to be worn by personnel on the job site 14.19.13. For ALL fall hazards that are equal to or greater than 6', fall protection must be provided. This includes all trades and tasks. Fall protection equipment including personal fall protection equipment, systems, and hardware shall be provided by The Whiting -Turner Contracting Company for all its personnel. contractor/subcontractor s, suppliers, and the Owner shall provide fall protection equipment, systems, and hardware for their respective personnel as required. Employees shall be trained in the proper use of fall protection equipment, systems, and hardware. 14.19.14. Respirators and protective coverings shall be issued by Whiting -Turner, contractor/subcontractor s, suppliers, and owner to their respective personnel and utilized by personnel in all instances that require such. Training shall be provided in the proper use, fit, and care of respirators and protective coverings and documented on file for future reference. 14.20. Scaffolds 14.20.1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 14.20.2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 14.20.3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 14.20.4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. 371Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.20.5. Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. 14.20.5.1. Green tags are reserved for complete systems 14.20.5.2. Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system 14.20.5.3. Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. 14.21. Signs, Signals and Barricades 14.21.1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible parry's name, company, contact number, and potential hazard. 14.21.2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 14.21.3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. 14.22. Stairways and Ladders 14.22.1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting -Turner projects. 14.22.2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.22.3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 14.22.4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. 3 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.23. Steel Erection 14.23.1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 14.23.2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 14.23.3. Roof penetrations are to be made only when equipment is ready to be installed. 14.23.4. Safety latches on hooks shall not be disengaged or made inoperable. 14.24. Welding and Cutting 14.24.1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 14.24.2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 14.24.3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 14.24.4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 14.24.5. All shields shall be compatible with a hardhat. 14.24.6. Welding and Cutting of Hazardous Materials: 14.24.6.1. Before welding, cutting, or heating is commenced on any surface covered by a preservative coating whose flammability is not known, a test shall be made to determine its flammability. 14.24.6.2. Preservative coatings shall be removed a sufficient distance from the area to be heated to ensure any temperature increase of the unstripped metal will not be appreciable. 14.24.7. Transporting, moving, and storing compressed gas cylinders. 14.24.7.1. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. 14.24.7.2. Valve protection caps shall be in place and secured. 391Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 14.24.7.3. Personnel shall inspect all hoses and connectors periodically throughout the day. Any damaged or defective items shall not be used and should be removed from the job site. 14.24.7.4. When cylinders are hoisted, they shall be secured on a cradle, sling board, or pallet. They shall not be hoisted or transported by means of magnets or choker slings. 14.24.7.5. When cylinders are transported by powered vehicles, they shall be secured in a vertical position. 14.24.7.6. Unless cylinders are firmly secured on a special carrier intended for this purpose, regulators shall be removed, and valve protection caps put in place before cylinders are moved. 14.24.7.7. A suitable cylinder truck, chain, or other steadying device shall be used to keep cylinders from being knocked over while in use or in storage. 14.24.8. Placing cylinders: 14.24.8.1. Cylinders shall be kept far enough away from the actual welding or cutting operation so that sparks, hot slag, or flame shall not reach them. When this is impractical, fire resistant shields shall be provided. 14.24.8.2. Cylinders shall be placed where they cannot become part of an electrical circuit. 14.24.8.3. Cylinders containing oxygen or acetylene, or other fuel gas shall not be taken into confined spaces. 14.24.9. Treatment of cylinders: 14.24.9.1. Cylinders whether full or empty shall not be used as rollers or supports. 14.24.9.2. Smoking shall be prohibited wherever cylinders are stored, handled or used. 14.24.9.3. Areas containing hazardous gas in storage shall be appropriately placarded. 401Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 15. Activity Hazard Analysis Procedures: 15.1. This procedure is developed to preplan project work activities and thereby minimizes the opportunities for accident/incidents when the work is actually done. 15.2. Each definable feature of work will be analyzed by the company and crew assigned to perform the work. The work activity will be broken down into small steps where notes will be made concerning the potential for accident/incident/injury during the work and the planned method of preventing the accident/incident/injury. 15.3. Each contractor/subcontractor will prepare an Activity Hazard Analysis (AHA) specific for the definable feature of work which will be reviewed and discussed at the preconstruction meeting and with the crew prior to the start of work. 15.4. Below is a preliminary listing of the project's definable features of work. An AHA will be prepared for each definable feature of work and AHA's may also be used for topics for weekly Tool Box Talks. Definable Feature: Temp Protection Work Earthwork New Storm/Sanitary/Water/Other Utilities Selective Paving Paving and Surfacing Ornamental Metal Fences and Gates Site Furnishings Seeding & Sodding Landscape Concrete Formwork Concrete Reinforcement & Embeds Cast -in -Place Concrete 41 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Structural Steel Erection Structural Steel Connections Metal Fabrications Masonry Rough Carpentry Finish Carpentry Wood Framing Architectural Woodwork Sheet Membrane Waterproofing Building Insulation Air Barrier Systems Sheet Metal Flashing and Trim Roofing — TPO & Standing Seam Metal Roof Accessories Applied Fireproofing Firestopping Joint Sealants Steel & Aluminum Doors & Frames Flush Wood Doors Access Doors and Panels Coiling Doors and Grilles Aluminum Entrances © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 421Page DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 J& Aluminum Window Wall Metal -Framed Skylights Doors Hardware Glass & Glazing — Frames Glass & Glazing — Glass Gypsum Board Tile Acoustical Ceilings Athletic Flooring Wood/Resilient Flooring Carpet Painting & Finishing Accessories — Display Boards / Cases / Corner Guards / Flagpoles Toilet Compartments Toilet Accessories Cubicle Curtains and Tracks Signage Lockers — Metal / Plastic Fire Protection Specialties Partitions — Folding Miscellaneous Specialties Audiovisual Equipment © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 431Page DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Stage Drapery & Rigging Foodservice Equipment — Rough -in Foodservice Equipment — Installation Residential Appliances Blinds & Shades Lightning Protection Security Intrusion Detection Digital, Addressable Fire Alarm System Hangers/Supports/Sleeves — Fire Suppression Hangers/Supports/Sleeves — Plumbing Hangers/Supports/Sleeves — HVAC Insulation — Plumbing Piping Insulation — HVAC Piping — Plumbing Piping — HVAC Piping — Fire Suppression Wet -Pipe Piping — Fire Suppression Dry -Pipe Piping — Sanitary and Waste Piping — Storm Piping — Water Piping — Refrigerant Piping — Natural Gas 441Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 r Duct — HVAC Electric -Drive, Centrifugal Fire Pumps Pressure Maintenance Pumps Controllers for Fire -Pump Drivers Water Closets / Urinals / Lavatories / Sinks / Showers Pressure Water Coolers Condensing Boilers Air -Cooled Refrigerant Condensers Air Handling Units Unit Heaters Heat Tracing for HVAC Piping Air Terminal Units Diffusers, Registers, and Grilles HVAC Controls Testing, Adjusting, Balancing Hangers/Supports/Sleeves — Electrical Conductors & Cables Raceways & Boxes Wiring Devices Lighting Control Devices Electricity Metering Packaged Engine Generators © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 451Page DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Enclosed Switches & Circuit Breakers Transfer Switches Enclosed Controllers Underground Electrical Service Switchboards Panelboards Low -Voltage Transformers Interior Lighting Exterior Lighting Exterior Landscape Lighting Sound and Intercommunications System Cabling for Telephone and Data 461Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 JM 16. Spill Prevention and Containment Plan 16.1. Purpose This policy has been developed to protect the environment by preventing spills and leaks from occurring, or minimizing the impact, during the course of construction. This plan is also written to meet regulatory & client requirements along with best practices adopted at the HCA Behavioral Health Hospital — Fort Worth Project relating to Spill Prevention and Containment Plan (SPCP) and the Storm Water Pollution Prevention Plan (SWPPP). Contractors/subcontractors shall develop their own contingency plans for spills to prepare for spill situations arising from their operations. 16.2. Planning and Preparation -Spill Kits Each trade having vehicles, equipment, or chemicals on -site or responsible for the handling or installation of equipment containing chemicals (radiators, batteries, etc.) on site shall have the appropriate resources for spill prevention and abatement. 16.2.1. Standard spill kit contents should include, but are not limited to: 16.2.1.1. Pads, booms, pillows, and/or granular/powder absorbents 16.2.1.2. Gloves, goggles, apron 16.2.1.3. Dustpan and hand broom 16.2.1.4. Poly disposal bags and labels 16.2.2. Absorbent materials should be appropriate to the types & volume of chemicals/products used or stored, or that contractors are otherwise responsible for. 16.2.3. Universal Sorbents 16.2.3.1. Absorb all types of water -based and oil -based liquids 16.2.3.2. Ideal where many types of liquids are present or in use such as cutting fluids, lubricants, and coolant 16.2.3.3. Not appropriate for a spill kit for work that is near a creek area, bar ditch, pond, or where water may otherwise be standing or flowing 16.2.4. Oil -Only Sorbents 16.2.4.1. Absorb all petroleum -based liquids and repel water 16.2.4.2. Will float on water and absorb oil/fuel products 16.2.5. Hazmat Sorbents 16.2.5.1. Specifically designed and intended for use with aggressive fluids such as acids and bases 471Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 16.2.5.2. Acid neutralizing or amalgamation powders should also be on hand to deal with battery or mercury spills, or stand-alone spill kits should be available 16.2.6. Spill Kit Materials Contained in Vehicles & Equipment 16.2.6.1. To minimize the potential impact of a spill, contractors should keep sorbents (boom, pad, granular, etc.) in vehicles and equipment to immediately abate the flow of any spilled material. As an alternative option, spill kits may be maintained in the immediate work area or close proximity to work operations where vehicles or equipment are in operation. 16.3. Fuel and Chemical Storage Each company or contractor/subcontractor storing chemicals or fuels on the HCA Behavioral Health Hospital — Fort Worth Project site is responsible for safe storage meeting recognized best management practices (BMP's) and specific requirements meeting Federal, State and Local requirements. 16.3.1. Fuels, chemicals, and chemical storage tanks must be approved by Whiting -Turner before arriving on -site 16.3.2. All fuels stored in quantities greater than 5 gallons shall be contained/stored within a secondary containment unit or double -wall tank 16.3.2.1. Truck mounted transfer tanks are authorized when properly secured in or on truck bed and used in accordance with manufacturer requirements. Transfer tanks shall not be used in any other manner or method. 16.3.3. Fuel storage should be located away from areas that may be accessed by vehicles/ equipment or protected from vehicle equipment damage by "jersey barriers"/"k-rails", bollards, or other substantial protection approved by Whiting -Turner 16.3.4. Fuel and chemical storage is only authorized in areas designated by Whiting -Turner. 16.3.5. Fuel cans are to be a metal -type safety can with flame arrestor 16.3.6. Fuel cans when not in use shall be stored in an approved flammable locker/cabinet, grounded per manufacturer requirements 16.3.7. Fuel and chemical storage areas shall have the appropriate number and type of fire extinguishers based on the size, configuration, and fuels or chemicals stored in the location(s) specified per OSHA requirement 16.3.8. Fuel storage areas are to have a spill kit in the immediate area 16.3.9. A catch pan should be utilized to capture small leaks when fueling 481Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 16.3.10. Fuel or chemical drums stored on site shall be placed on containment pallets with a cover over the storage area to prevent rainwater collection 16.3.10.1. Water -based floor sealers and concrete curing compounds are exempted from this requirement 16.3.11. Chemicals may not be stored within any building without consent from the Whiting - Turner superintendent. Chemicals in the building are restricted to immediate use, within 24 hours, and must have signage affixed identifying the chemical/product, hazards, the responsible contractor, contact information. Proper barricades must be in place to prevent inadvertent contact or spills and to prevent work over the area. 16.3.12. See CFR 1926.152 and NFPA 30 for additional requirements 16.4. Tank truck loading/unloading (40 CFR 112.7(h)) Tank truck unloading procedures shall meet the minimum requirements and regulations established by the Department of Transportation in 49 CFR 177 Subpart B which are summarized below. 16.4.1. No product shall be unloaded unless the hand brake is securely set and all other reasonable precautions (i.e., wheel chocking) are taken to prevent motion of the tank truck. 16.4.2. No smoking or any other sources of spark or flame will be allowed in the vicinity of the unloading operation. 16.4.3. Unless the engine of the tank truck is to be used for the operation of a pump, no product shall be unloaded while the engine is running. 16.4.4. No product shall be unloaded until all bonding and grounding requirements have been met. 16.4.5. A minimum of two (2) people will be present during unloading to visually observe transfer operations. At a minimum this will include the delivery driver and a responsible designated person from the contracting company purchasing the fuel. 16.4.6. Drip pans, catchment basins, or absorbent materials will be used where small drips and spills occur. Spill kits are commonly carried on the delivery truck. Spill kits are available at several locations on the site. 16.4.7. Each tank truck will be visually inspected prior to departure to prevent accidental/incidental disconnection of flexible transfer lines. 16.4.8. Significant spillage will be handled by outside contract assistance as needed. 16.4.9. All vehicles entering the facility shall be warned not to endanger aboveground piping or other oil transfer operations. 491Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 16.5. Maintenance Procedures Vehicle and equipment maintenance on the construction site can easily pose environmental risks if adequate precautions are not taken. Maintenance on vehicles and equipment shall only be conducted by qualified, designated persons to minimize the potential for error, injury, and spills. contractor/subcontractor s are responsible for service trucks and maintenance conducted to ensure work is conducted with controls in place to capture or minimize spills. When performing work on fuel or hydraulic systems, changing fuel/oil filters, radiators, and other components that have the potential to leak or bleed during maintenance procedures, the following controls shall be in place. 16.5.1. Notification of service work is to be given before work commences to responsible trade 16.5.2. Personnel performing maintenance have emergency contact information in the event of a spill or work is supervised by the contractor/subcontractor /subcontractor 16.5.3. Maintenance personnel are to be instructed on the requirements of this program and their associated duties/responsibilities 16.5.4. Designated maintenance areas do not currently exist at the HCA Behavioral Health Hospital — Fort Worth Project, but maintenance is NEVER to be conducted adjacent to any creek, stream, ditch, or other waterway 16.5.5. Plastic sheeting or catch pans properly positioned under equipment 16.5.6. Spill kit materials in service truck or within a short distance of the area in which work is being performed\ 16.5.7. Any spilled material onto sheeting or into secondary containment shall be immediately cleaned up with absorbent material and properly disposed of by the service contractor/subcontractor or taken to the HCA Behavioral Health Hospital — Fort Worth Site waste collection point 16.6. Spills Each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project is responsible for any spills as a result of their work operations, vehicles, equipment, or fuels/chemicals brought on site or otherwise responsible for. Any spill of petroleum product or chemical requires notification to Whiting -Turner Superintendent and EH&S Manager immediately after spill is abated, and sooner if assistance is required. Spill Response Procedures from HCA Behavioral Health Hospital — Fort Worth SPCP Plan 16.6.1. Secure the area and identify the spilled material using the container label and/or the SDS. 16.6.2. If material is flammable, bring an appropriate fire extinguisher into the area. 16.6.3. Turn off any operating equipment in the area. 501Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 16.6.4. Notify Whiting -Turner Superintendent who will help determine the appropriate course of action. 16.6.5. If a fire or other serious emergency occurs, follow the emergency response procedures for fire and evacuation. 16.6.6. Responders should use gloves, boots, safety/goggles and other personal protective equipment as necessary. Do not work alone. 16.6.7. Spills of hydraulic fluid, oil and other petroleum products should always be cleaned up immediately to prevent discharge of these fluids with storm water runoff. Use booms, pads, pillows, rags or other absorbent material contained in the spill kit. 16.6.8. Spill kits are available on the site. Spill kits shall be provided by each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project. 16.6.9. Soil or other media that has been contaminated with petroleum or other pollutants should be excavated or removed to prevent contaminated discharges from reaching a property boundary or creek. Petroleum contaminated soil should be cleaned up and disposed of properly. Scoop up the material with appropriate equipment into a compatible leak -proof container or drum. Storage containers should be kept closed, clean, and free of oily residue. 16.6.10. Initially label the container with a general description of the contents. Contact the Emergency Coordinator responsible for the tank for proper EPA and DOT Labels and disposition. 16.6.11. Any reusable equipment used with flammable material should be cleaned and allowed to dry in a well -ventilated area away from heat, flame or spark. 16.6.12. Replenish all spill response equipment used during the event. 16.6.13. Complete a Spill Report Form and submit to Whiting -Turner Safety. 16.7. Spills to Waterways Spills to creeks, streams, bar ditches, surface water, or other waterway are generally considered the most severe type of spill situation, and all personnel must understand the importance of planning and response to avoid a catastrophic environmental situation. Oil-only/floating booms shall be placed and secured on the water, downstream, to prevent migration off site. Whiting - Turner EH&S Manager must be contacted immediately after spill is abated, or sooner if assistance is required. Spills to waterways can be disastrous and cleanup for the affected contractor(s) can be incredibly difficult and expensive. 16.7.1. Develop of list of onsite contractors or personnel who may be able to assist. 16.7.2. HCA Behavioral Health Hospital — Fort Worth Spill Response Contractor Contacts 51 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 16.7.3. The services of a spill response contractor/subcontractor should be retained, or service agreement planned and developed to expedite spill cleanup response. 16.7.3.1. TBD 16.8. Cleanup 16.8.1. The abatement of the spill, including removal of contaminated soil, and confirmation of cleanup soil samples shall be taken for any spills not on a paved surface. Whiting -Turner requires over -excavation of the spilled area to ensure all contaminated soil/screenings are fully removed. Soil samples are to be taken after excavation of the area has been completed. Plastic sheeting may be placed over the excavated area to prevent runoff, contamination of adjacent areas, and to ensure accurate results are obtained. Proper disposal of the soil/screenings is to be completed by a certified waste hauler. 16.8.2. Disposal of small quantities of labeled & bagged sorbents or small quantities of bagged contaminated soil may be taken to the collection area provided by the subcontractor. Antifreeze, petroleum, and battery acid contaminated material will NOT be accepted on - site. 16.9. Training 16.9.1. All employees at the HCA Behavioral Health Hospital — Fort Worth Project will receive awareness -level instruction on the importance of spill prevention and reporting. Spill procedures will be covered periodically in site safety focus meetings by Whiting -Turner. It is however the responsibility of the contractor/subcontractor to train -to -competency competent persons for spill response, and all employees on the following: 16.9.1.1. The importance of spill prevention and protection of the environment 16.9.1.2. Spill reporting procedures for their company and emergency contacts 16.9.1.3. Where spill kits are located and what the contents are 16.9.1.4. Spill response procedures, what types and quantities of spills employees may abate and the safety procedures to do so 521Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EMERGENCY ACTION PLAN Job Site Name and Number: #019474- HCA Behavioral Health Hospital - Fort Worth Site Address: 9000 North Freeway, Fort Worth, TX 76244 This plan was prepared by: Name: Krvstal Atcheson-Todd Title: Superintendent Signature: Date: 1/5/2023 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Purpose: • This plan is for the safety and well-being of the employees working at HCA Behavioral Health Hospital - Fort Worth It identifies necessary management and employee actions during Fires and other Emergencies. Education and training must be provided so that all employees know and understand the contents of the Emergency Action Plan. Location of Plan: • Each Trade Supervisor has been provided a copy of this plan. A copy will also be maintained at the Whiting -Turner Contracting Company Field office. • Any questions concerning this plan should be directed to the plan preparer Krystal Atcheson-Todd Emergency Policy: • It is the policy of this Project that all employees should evacuate the building in case of Fire or other Life Threating Emergency. Alarm System and Notification of Emergencies: • In an emergency, employees will be notified by the following means of notification: 3 Airhorn Blasts This system should provide warning for necessary emergency action and sufficient time for safe evacuation of employees from the work place. 2 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Escape Procedures and Exit Routes: All exits will remain unlocked and unobstructed during work hours. All employees must exit the building in an orderly manner. • The following Company Employees will leave the building through EXIT#1: Q All workers will exit out of the closest exit M • The following Company Employees will leave the building through EXIT#2: Q All workers will exit out of the closest exit Eel Diagrams of the various exit routes will be posted prominently in the work space and are attached to this plan. 3 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Reporting Emergencies: An employee, upon discovering an emergency situation, shall immediately notify other employees in the area of the situation and sound on appropriate alarm. As soon as safely possible, the situation shall be reported to Whiting -Tuner Field Office and the appropriate outside emergency personnel. Type of Emergency: Contact: Phone Number: Fire Fort Worth Fire 911 Medical Emergency Fort Worth EMS 911 Electric Hazard Tri-County Electric Coop. 817-444-3201 Bio-Hazard Fort Worth Fire 911 Other Tornado/Severe Storm 2 Air Horn Blasts These Emergency Numbers Shall Be Prominently Posted Near Each Telephone 4 DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Within this Field Office, the following personnel have the duty to ensure that outside emergency personnel have been contacted. They are also responsible for coordinating with outside emergency personnel on the scene and provide direction to the site of the emergency. These personnel are listed in descending order of availability: Name: Phone Number: 1. Krystal Atcheson-Todd 469-304-8882 2. Dusty Roberts 3. Field Engineer 4. 5 682-206-8150 TBD DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Accounting for On -site Employees: After exiting the building, all employees are to assemble for "roll - call" at the following location: Trailer Complex The following personnel are responsible for ensuring that that their employees comply with this requirement, conducting the "roll -call" and reporting to Whiting Turner Contracting Company or the outside personnel the last known location of any missing employees. Name: • Foremen's Names: 2 Company: DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Rescue and Medical Duties: The following personnel are trained and certified in both CPR and general First Aide. In case of a Medical Emergency, they are available to assist until the outside emergency personnel reach the scene. Name: Krystal Atcheson-Todd Company: Whiting Turner Phone #: 469-304-8882 Name: Dusty Roberts Company: Whiting Turner Phone #: 682-206-8150 Name: Company: Phone #: Name: Company: Phone #: DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Critical Operation Shut -down: In order to minimize the damage or danger from a Fire or other Emergency, this Project has determined that certain critical operations should be shutdown immediately. The following personnel are responsible for shutting down the listed critical operations: Name: Company: Tri-County Electric Cooperative - 817-444-3201 Critical Operation: Electrical Power Name: Company: Atmos - 1-866-322-8667 (Emergency Line) Critical Operation: Natural Gas Name: Company: Critical Operation: Name: Company: Critical Operation: M. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Further Information: Any suggestions, comments, or questions for improvement of this plan should be directed to: Name: Krystal Atcheson-Todd Phone#: 469-304-8882 M DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 �{� eet p`� Ae�r� N � GATE #1 EX. PUBLIC 12" WATERLINE X-20561 / 'y _$50.00' PROP. 10" PRIVATE LOOP— H�g - _ _ L=377.26 T=191.79 CB=N '44'31 1 .nz-7w -i z EX. PUBLIC 12 GATE #2 . / i i PROP. PRIVATE E SANITARY SEWE \ G G � 72 _ 1 � 1 u Temporary Construction Road u EXIT #; v r� kCPROP. PRIVATE SANITARY SE\ LEANOUT (r PROP. 3" DOMESTICI WATER LIN DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 EXHIBIT K WT UTILITY AVOIDANCE POLICY SC34 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 UTILITY LOCATIONP AVOIDANCE POLICY Effective Date: 06/01 /2019 All Whiting -Turner Project teams shall ensure that the following protocols for underground utility location are adhered to on all Whiting -Turner Job Sites. There are no exceptions to this protocol unless by written petition approved and signed by a Whiting -Turner Senior Vice President. Any petition to gain exception to this protocol shall include a detailed discussion stating why the protocol is being deemed unnecessary and 100% assuredness that every direct buried and encased utility has been located. Whiting -Turner Team Implementation Notify and schedule a preconstruction meeting three (3) weeks in advance of excavation work. Required attendees of this meeting shall be as follows: • Whiting -Turner Project Manager and Lead Superintendent • Subcontractor's excavation authorized competent person • Subcontractor's operator(s) • Utility locator Representatives of owners/design teams, with direct knowledge of existing underground conditions Utility company representatives (on public property) DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 Protocol Whiting -Turner shall: • Conduct the Excavation/Utilities Subcontractor Preconstruction Review using Whiting -Turner's form as the agenda of the meeting • Conduct a walk/discussion of the work area with all required parties • Assure at completion of the meeting, all parties sign the form where applicable All contractors whose work involves excavations or trenching shall be required to: • Attend and participate in Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction review resulting in completion of Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review form • Provide Vacuum Truck potholing services at required intervals prior to disturbing any soil • Ensure Excavation Equipment Operator(s) attendance for Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review, site walk and Excavation Equipment Operator's/Utility Avoidance Orientation • Notify 811 call centers to have utilities identified and marked by utility provider or private locator. • Once utilities are identified and marked, locate all utilities by potholing method utilizing a vacuum truck(s). Utilities that will be continuously encountered must be located again at the following frequency: • Direct burial utilities must be relocated every 50 feet • Utilities encased must be relocated every 100 feet • Ensure that all their Equipment Operators involved in utility excavation work attend the Whiting -Turner Excavation/Utilities Subcontractor Preconstruction Review, Site Walk and Excavation Equipment Operator's/ Utility Avoidance Orientation • Ensure that all their Operators set up and start the digging process following rules and requirements as listed in the Excavation Equipment Operators/Utility Avoidance Orientation If work is suspended for 3 weeks, or if conditions change, the forms and operator orientation must be reviewed by all responsible parties prior to restarting work DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 UTILITY LOCATION/ AVOIDANCE SUBCONTRACTOR PRECONSTRUC Whiting -Turner lead superintendent and project manager wi on items below Job Name: Activity Start Date: Activity Start Time: Excavation Subcontractor: Location of Excavation: Excavation Purpose: Date: Activity End Date: Activity End Time: Sub -tier Contractors: 1. Place check marks in boxes next to utilities that are known and marked on provided as built drawings. ❑ Electric ❑ Gas ❑ Tele/Data ❑ Water ❑ Sanitary Sewer ❑ Cable ❑ Steam Line ❑ Other: In addition to the check marks that were placed above, circle any utilities that could potentially be present as unidentified in the work area(s). 2. Which of the following will be utilized to provide underground utility identification? ❑ Subcontractor authorized person: ❑ State Locator (MISS Utility, Call Before You Dig, etc.); Ticket #: ❑ Private 3rd Party Locator: 3. After utilities are marked on this date a representative from the Owner, Whiting -Turner, Excavation Subcontractor, Utility Locator and the Equipment Operator(s) will walk the work area to review and discuss where known and potentially unknown utilities may be located prior to commencement of soil disturbing activities. 4. Name of excavation subcontractor authorized competent person responsible for reviewing as -built drawings, interpreting marks left by locators, identifying all services to buildings, consulting maps, field sketches, and surveying the site for additional signs and curb markings. Name: Title: 5. Name of excavation subcontractor authorized competent person responsible for ensuring that all persons involved in the work (including equipment operators) are aware of safe work practices and procedures to perform the work? Name: Title: Contact # 6. Name of Vacuum Truck company the excavation subcontractor will use to perform vacuum potholing. Name: Contact: DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 UTILITY LOCATION/ AVOIDANCE Potholing for reoccurring direct buried utilities is required every 50 feet Potholing for reoccurring encased utilities is required every 100 feet 7. If a utility strike or other emergency occurs, name the subcontractor authorized competent person who will be responsible for notifying the appropriate emergency contact personnel listed below: All utility valve and switch whereabouts and shut down procedures must be identified and known. Prior to start of work, list the location of each applicable valve or switch so that access is immediate in case of emergency. Electric: Name of Contact: Contact #: Water: Name of Contact: Contact #: Gas: Name of Contact: Contact #: Steam: Name of Contact: Contact #: Fire: Contact# Name of Contact: Contact #: Whiting -Turner Lead Superintendent: Contact #: 8. Care must be taken to prevent non -construction personnel from entering work areas. What type of barricades will you as the excavation subcontractor be utilizing to ensure that the work area is isolated from non -construction personnel? 9. If the work will take place next to adjacent buildings, the subcontractor authorized competent person must ensure that exhaust and dust does not enter building air intakes. What methods will you as the excavation subcontractor be utilizing to control this exposure? 10. Attach copies of as -built drawings, documentation of interpreting marks left by locators, consulting maps/field sketches, models and any other information utilized to predetermine potential utility locations and services to the building. 11. Prior to backfill of excavation, subcontractor must verify and provide Whiting -Turner Superintendent with utilities GPS locations and depths. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 UTILITY LOCATION/ AVOIDANCE Subcontractor Representatives: Company Name: Name (Print): Signature: Name (Print): Signature: Name (Print): Signature: Date: Date: Subcontractor's Excavation Operator Representatives: Company Name: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Whiting -Turner Representatives Whiting -Turner Project Manager (Print): Date: Signature: Whiting -Turner Superintendent (Print): Date: Signature: This review has been conducted for the work, days and times listed above. Any change in operation will require a new review conducted by affected parties prior to start of new work. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI It is Whiting -Turner's policy that every reasonable effort be taken to eliminate recognized hazards from our operations. In the construction industry, utility -related incidents continue to occur on nearly a daily basis. In an effort to help avoid these types of occurrences, Whiting -Turner has created an excavation equipment operator/utility avoidance orientation to heighten awareness of potential known hazards associated with these activities. Every operator involved, plays an instrumental role in performing these tasks safely and avoiding unplanned strikes of buried utilities. To assist operators in accomplishing these tasks in a safe manner, Whiting -Turner has developed guidelines to follow when performing excavation work near existing utilities on Whiting -Turner project sites so that hazards to operators, fellow workers and the public in general can be avoided. Operator rules and requirements for avoidance of direct buried utility strikes It is this Whiting -Turner Project Team's expectation that all excavation equipment operators will make every reasonable effort to avoid strikes of direct buried utilities while working on this project site. Whiting -Turner considers this as a condition of working on this project site. Name of subcontractors authorized competent equipment operator responsible for working on this Whiting -Turner project site: • Company: • Name: • Name: • Name: Prior to disturbing soil, you as the equipment operator shall: • Ensure that you have the required skill and experience to operate the equipment that you will be using to perform the work. • Inspect your equipment to ensure that all aspects of the equipment are functioning properly. • Ensure that you are familiar with how all equipment responds when operating it. • Familiarize yourself with site surroundings, landmarks, marks, existing utilities, etc. • Actively participate in the preconstruction meeting discussions and job walks. DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI1 When Digging Commences: • Ensure that you have good visibility (i.e., clear glass, no obstacles and no glare). • Pay close attention to the marks the locater has provided. Do not deviate from these marks. • Make slow, deliberate movements when operating equipment. Do not get in a hurry and/or make quick orjerky movements during operation. • Do not use machinery to dig within 48 inches of a marked utility line. Once this boundary is reached, stop the equipment, rest the bucket on the ground, take your hands off the control levers and wait to receive direction to proceed from your designated authorized competent person. • Do not attempt to remove spoils by making sweeping motions with equipment bucket when within the 48-inch boundary of the located utility marks. • Do not try to break hard ground by using the bucket to repeatedly impact the ground. • Utilize the bucket that has the least likelihood of striking and damaging a utility line. • Utilize spotters when necessary. Ensure that spotters are always within your sight and out of danger of being struck by your equipment. • Dig parallel to lines removing six (6) inches of soil or less per pass. • Pay close attention to depths of differing utility lines. • Stay focused. Do not engage in anything distracting while sitting behind the controls of the equipment. • Do not smoke near or on the equipment. • Do not leave the seat of running equipment. • Backfill carefully. Do not drop rocks or clods on exposed utilities. • Make sound decisions based on well thought outjudgments. • If unsure of how to proceed safely, stop and seek guidance from your supervisor. By signing below, you acknowledge that Whiting -Turner's Excavation Equipment Operator/Utility Avoidance Orientation has been discussed with you. I understand and agree to follow all rules and requirements as discussed. Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: DocuSign Envelope ID: 74845147-4EB9-45FC-93FA-1C4E14709011 DISCLAIMER The information contained in this Policy is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Policy is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate safety plan and/or site -specific safety planning and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety planning must meet or exceed the requirements of the Whiting -Turner's EH&S program and this Policy, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Policy and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Policy and makes no representation to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incident, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 006219-1 MAINTENANCE BOND Page 1 of 5 Bond #S920-0936 SECTION 00 6219 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Brown Excavatinz Company, Inc., known as "Principal' herein and Swiss Re Corporate Solutions Premier insurance Corporation, a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, FICA Healthcare, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Fifteen thousand Dollars and no cents ($15,000.00), lawful money of the United States, to be paid In Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CFA Number <CFA 23-0003>;and 23 WHEREAS, the Principal has entered into a certain written contract with the Contractor 24 awarded the 27' day of Ayri1, 2023, which Contract is hereby referred to and a made part hereof 25 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other 26 accessories as defined by law, in the prosecution of the Work, including any Work resulting from a 27 duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract 28 and designated as MHCA Behavioral health Hospital - EARTHWORK for Entrances; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECT$CPN 104105 Revised January 31, 2012 HCA Behavioral Health Hospital CAN 104380 006219-2 MAINTENANCE BOND Page 2 of 5 1 2 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 3 accordance with the plans, specifications and Contract Documents that the Work is and will 4 remain free from defects in materials or workmanship for and during the period of two (2) years 5 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 6 7 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 8 receiving notice from the Developer and/or City of the need thereof at any time within the 9 Maintenance Period. 10 11 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 12 any defective Work, for which timely notice was provided by Developer or City, to a completion 13 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 14 full force and effect. 15 16 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 17 noticed defective Work, it is agreed that the Developer or City may cause any and all such 18 defective Work to be repaired and/or reconstructed with all associated costs thereof being 19 borne by the Principal and the Surety under this Maintenance Bond; and 20 21 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 22 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 23 Worth Division; and 24 25 CITY OF FORT WORTH HCA Behavioral Hearth Hospital STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 5 1 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 2 recoveries may be had hereon for successive breaches. 3 4 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCPN 104105 Revised January 31, 2012 HCA Behavioral Health Hospital CPN 104380 1 2 3 4 5 6 7 8 9 10 11 006219-4 MAINTENANCE BOND Page 4 of S IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 21st day of August, 2023. 12 13 ATTEST: 14 / 15 J2,r�✓ 16 17 (Principal) Secretary 18 19 20 21 22 23 24 25 E' 26 Witness as to Principal 27 28 CITY OF FORT WORTH PRINCIPAL: Brown Excavating Company, Inc. Signature Brian Brown, Preside-Ait Name and Title Address: P 0 Box 8599 Ft Worth, TX 76124 STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTSCPN 104105 Revised January 31, 2012 HCA Behoviorof Health Hospituf CPN104380 00 62 19 - 5 MAINTENANCE BOND Page 5 of 5 1 SURETY: Swiss Re Corporate Solutions Premier 2 Insurance Corporation 3 4 5 6 7 BY: 8 g 41re 10 11 12 Tracy Tucker, Attorney -in -Fact 13 ATTEST: Name and Title 14 15 Address: 16 17 (Surety) Secretary 18 P 0 Box 2285 19 20 Ft Worth, TX 76113 21 22 Wi ness as jo Sur ty Telephone Number: 23 817/336-8520 24 25 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 26 from the by-laws showing that this person has authority to sign such obligation. If 27 Surety's physical address is different from its mailing address, both must be provided. 28 29 The date of the bond shall not be prior to the date the Contract is awarded. 30 CITY OF FORT WORTH HCA Behavioral Heolth Hospifol STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLUTIONS AMERICA INSURANCE CORPORATION ("SRCSAIC') SWISS RE CORPORATE SOLUTIONS PREMIER INSURANCE CORPORATION ("SRCSPIC") WESTPORT INSURANCE CORPORATION ("WIC') GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, THAT SRCSAIC, a corporation duly organized and existing under laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, and SRCSPIC, a corporation organized and existing under the laws of the State of Missouri and having its principal office in the City of Kansas City, Missouri, and WIC, organized under the laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, each does hereby make, constitute and appoint: W. LAWRENCE BROWN, TRACY TUCKER, KEVIN J. DUNN, STEVEN TUCKER, AND ROBERTA H. ERB JOINTLY OR SEVERALLY Its true and lawful Attomey(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of ONE HUNDRED TWENTY FIVE- MILLION (S125,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the 18th of November 2021 and WIC by written consent ofits Executive Committee dated July 18, 2011. "RESOLVED, that any two of the President, any Managing Director, any Senior Vice President, any Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is, authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Corporation bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Corporation; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding unon the Corporation when so affixed and in the future with regard to anv bond, undertaking or contract of surety to which it is attached." fi,NHIlNIn IIIIII p„fIf11 N111rylIb/III y _ a"'t.ON5?ULrF+Pi b'I.. „•• �,pNS PRFMnr_ o. i :.nti.z . N - �YY iP O S E A L,: 4373_, ; 3 By Erik Janssens, Senior Vke Precedent of SRCSAIC & Senior Vice President arSRCSPIC & Senior Vsee President of WIC —LIw^o By Gerald Jagmwrki, Vice Presideal of SRCSAIC & Vim Presideot of SRCSPIC & Via Presed"d of WIC IN WITNESS WHEREOF, SRCSAIC, SRCSPIC, and WIC have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 10 day of NOVEMBER . 20 22 Swiss Re Corporate Solutions America Insurance Corporation State of Illinois Swiss Re Corporate Solutions Premier Insurance Corporation County of Cook Westport Insurance Corporation On this 10 day of NOVEMBER 20 22 before me, a Notary Public personally appeared Erik Janssens , Senior Vice President of SRCSAIC and Senior Vice President of SRCSPIC and Senior Vice President of WIC and Gerald Jalrrowski , Vice President of SRCSAIC and Vice President of SPCSPIC and Vice President of WIC, personally known to me, who being by me duly swom, acknowledged that they signed the above Power ofAttomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. SEAL MORIB�1!!t#C11�L1tE iiilsi:�liMMi+1�k1I.tltl� �p��o 1, Jeffrev Goldbergz, the duly elected Senior Vice President and Assistant Secretary of SRCSAIC and SRCSPIC and WIC, do hereby certify tha. the above and foregoing is a true and correct copy of a Power of Attorney given by said SRCSAIC and SRCSPIC and WIC, which is still in full forceAAd'eff"t. IN WITNESS WHEREOF, 1 have set my hand and affixed the seals of the Companies this 21at day of A„anal 20 23 - Jeffrey Goldberg, Senior Vice flresident Assistant Secretary of SRCSAIC-and SRCSPIC and WIC IMPORTANT NOTICE In order to obtain information or make a complaint You may contact Jeffrey Goldberg, Vice President - Claims, at 1-800-338-0753. You may call Swiss Re Corporate Solutions America Insurance Corporation or Swiss Re Corporate Solutions Premier Insurance Corporation's toll -free number for information or to make a complaint at: 1-800-338-0753 You may also write to Swiss Re Corporate Solutions America Insurance Corporation or Swiss Re Corporate Solutions Premier Insurance Corporation at the following address: 1450 American Lane, Suite 1100 Schaumburg, IL 60173 You may contact the Texas Department of Insurance to obtain information on companies. coverages, rights or complaints at: 1- 800-252-3439 You may Trite the Texas Department of Insurance: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httn://www.tdi.state.tx.us E-mail:ConsumerProtectionraNdi.state.tx. us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the Swiss Re Corporate Solutions America Insurance Corporation or Swiss Re Corporate Solutions Premier Insurance Corporation. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter un queja: Puede comunicarse con Jeffrey Goldberg, Vice President - Claims, al 1-800-338-0753. Usted puede Ilamr al numero de telefono gratis de Swiss Re Corporate Solutions America Insurance Corporation o Swiss Re Corporate Solutions Premier Insurance Corporation's para informacion o para someter una queja al: 1-800-338-0753 Usted tambien puede escribir a Swiss Re Corporate Solutions America Insurance Corporation o Swiss Re Corporate Solutions Premier Insurance Corporation al: 1450 American Lane, Suite 1100 Schaumburg, IL 60173 Puede escribir al Departmento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1- 800-252-3439 Puede escribir a] Departmento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httn://www.ldi.state-tx.us E-mail: Cons umerProtectionra-Idi.state.tx. us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Swiss Re Corporate Solutions America Insurance Corporation o Swiss Re Corporate Solutions Premier Insurance Corporation primero. Si no se resuelve la disputa, puede entonces comunicarse con el Departmento de Seguros de Texas. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de infromacion y no se converte en parte o condicion Oel documento adjunto. DocuSign Envelope ID: 8D4158OA-9582-42D5-BF72-14BBOD58DC35 V" WHITING -TURNER PROJECT Fort Worth Behavioral Hospital LOCATION Alliance Town Center Blvd Fort Worth, TX 76244 TO Clean Scapes - Austin, LLC PO Box 203070 Austin, TX 78720 ATTN Travis Turgeon Subcontract Supplement The Whiting -Turner Contracting Company W-T Job Number: 019747 DATE 09/22/2023 SUBCONTRACT SUPPLEMENT NO. 001 SUBCONTRACT NO. 019747-32A SUBCONTRACT DATE W-T PROJECT MANAGER Charles Schoolfield YOUR SUBCONTRACT IS HEREBY AMENDED TO INCLUDE THE PROVISIONS OF THE EXTRA WORK ORDERS LISTED BELOW. This Supplement constitutes full and final settlement of all claims, demands, disputes, or requests for additional time, delay, impact, acceleration and/or any form of compensation whatsoever, whether asserted or unasserted or known or unknown by you arising out of or relating in any way to the work or services described herein. Subcontractor acknowledges and agrees that any such claims not previously asserted in writing prior to the date of execution of this Subcontract Supplement shall be deemed, and are hereby, expressly waived and released by the Subcontractor. PCI Description Amount 000022 Per City Legal requests this Supplement shall remove all strike outs from the $0.00 original Supplement/Contract and include sheets from the City's Standard DAP Agreement. TOTAL ADD THIS SUPPLEMENT Zero Dollars 00/100 Dollars: $0.00 Original Subcontract Amount Previous Supplements Amount of This Supplement Revised Subcontract Amount* $908,376.00 $0.00 $0.00 $908,376.00 Subcontractor: Clean Scapes - Austin, LLC Docu Signed by: APPROVED C�t01/If bwV6 03938EbbA191419... Signature George Lindenberg Printed Name Managing Principal Title DATE 9/26/2023 THE WHITING -TURNER CONTRACTING COMPANY DocuSigned by: APPROVED �M'a ^P� v4".7 � E9E9888F78C04CS ignature (Vice President) 145 Michael Kersey Printed Name Division vice President Title DATE 9/27/2023 * Consent of Surety - If original Subcontract Amount is increased by more than 10% resulting from this and previous Subcontract Supplements, or original scope of work has been substantially changed, Consent of Surety Company is required below. Surety Company Attorney -In -Fact Date Subcontract Supplement B Rev. 12/5/2018 DocuSign Envelope ID: 8D4158OA-9582-42D5-BF72-14BBOD58DC35 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 9 3291.0100 Topsoil 3291 19 CY 58 10 3292.0100 Block Sod Placement 3292 13 SY 519 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $22.66 $1,314.281 $5.85 $3,036.151 1 1 $4,350.43 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.,ds DocuSign Envelope ID: 8D4158OA-9582-42D5-BF72-14BBOD58DC35 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 4 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity Bid Summary UNIT IV: PAVING IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: Clean Scapes-Austin, LLC PO Box 203070 Austin, Tx 78720 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: George Lindenberg 6e ry, I inn cl 11nLl r�, TITLE: W;Wk i Tricipal DATE: 9/26/2023 END OF SECTION Bidder's Proposal Unit Price Bid Value $4,350.43 1 1 $4,350.43 1 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of Iat Doe Review Bid Proposal_DAP.xIs 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 0045'_6-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104380. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Clean Scanes-Austin. LLC Company PO Box 203070 Address Austin_ TX 78720 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: ( C {P ease P Intl fi Signature: Title: P-1 (Please Pri BEFORE ME, the undersigned authority, on this day personally appeared [' -ew- C`,mwe— , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Dr �' �av� ,%04;on for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this '4' day of b-,�Var . 20a3 e .. Notary Public and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 MMDRH MORNING STRIOU V0 W Notary id # 1312M2 i<l Eons January 27, 2027 HCA Behavioral Health Hospital CPN 104380 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF SUBCONTRACT THE WHITING -TURNER CONTRACTING COMPANY Address Reply to: THE WHITING -TURNER CONTRACTING COMPANY 301 S. Henderson St. Fort Worth, TX 76104 SUBCONTRACT NO. 019747-32A SUBCONTRACT FOR Landscaping and Irrigation SUBCONTRACTOR Clean Scapes - Austin, LLC Address PO Box 203070 Austin, TX 78720 Remittance Address PO Box 203070 Austin, TX 78720 OWNER HCA Healthcare PROJECT Fort Worth Behavioral Hospital Alliance Town Center Blvd Fort Worth, TX 76244 This agreement, made this 20" day of July, 2023, by and between Clean Scapes - Austin, LLC hereinafter called the Subcontractor, and THE WHITING -TURNER CONTRACTING COMPANY, of Baltimore Maryland, with its principal office located at 300 East Joppa Road, Baltimore, Maryland, a body corporate of the State of Maryland, hereinafter called the Contractor, WITNESSETH, that the Subcontractor and Contractor for the consideration hereinafter named, agree as follows: ARTICLE 1. DEFINITIONS -- (a) As used herein, the following terms shall have the meanings indicated: "Architect" or "Engineer" means the architect or engineer directing the work as agent of the Owner, or any other person authorized by the General Contract to direct or pass upon any matter or thing connected with the performance of the General Contract. "Contract Documents" means (a) the General Contract, (b) all general, supplementary and other conditions applicable to the Project, (c) the Drawings and Specifications, and (d) all bulletins and addenda issued in connection with the Project. "Drawings and Specifications" means the drawings and specifications described in Article 2 hereof, and all addenda and/or revisions thereto. "General Contract" means the contract executed or to be executed by the Owner and the Contractor in connection with the construction of the Project and any amendments thereto. Where the contract entered into between Owner and Contractor is a Construction Management Agreement, the term "Contractor" shall be deemed to mean "Construction Manager". "Subcontract" means this document and all of the Contract Documents which shall be made a part of this Subcontract and are incorporated herein by reference. (b) Where the term "Contractor" is used in the Specifications, insofar as it has application to the work required to be done by the Subcontractor as provided herein, it shall be deemed for the purposes hereof to refer to the Subcontractor. The term "Contractor" or "General Contractor" when used in the Contract Documents shall be deemed to 0911 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF make reference to the Subcontractor insofar as it has application to the work covered by this Subcontract. The term "Subcontractor" may be referred to as "it" whether Subcontractor is incorporated or not. ARTICLE 2. SCOPE OF WORK --The work to be performed and materials to be furnished by the Subcontractor are as specified in Article 3 hereof and in accordance with Drawings and Specifications prepared by Corgan Associates. Inc. dated 11/01/2022. and as set forth in Exhibit B. ARTICLE 3. PROVISION OF LABOR AND MATERIALS -- (a) The Subcontractor agrees to furnish and pay for all labor and supervision, tools, apparatus, supplies, equipment, and services, and also to furnish, deliver, install, and pay for all materials necessary for the performance and completion of the work described under the Scope of Work, free from all claims and liens of materialmen, suppliers, laborers, truckers, subcontractors, and others making claims through the Subcontractor. All such work shall be done to the satisfaction of the Owner, the Architect and/or Engineer, and the Contractor in accordance with the Contract Documents. Subcontractor agrees to submit daily work reports and monthly progress reports and schedule updates upon request by the Contractor. The Subcontractor agrees that with respect to the Scope of Work hereunder it will stand in the Contractor's shoes with respect to the Contractor's obligations to the Owner under the Contract Documents and will perform all work and obligations as set forth on the Contract Documents to the satisfaction of the Owner. At all times that Subcontractor has personnel at the Project site, it shall also have present an authorized representative of Subcontractor who shall supervise and direct Subcontractor's personnel and be responsible for their actions. Such representative shall be authorized to act on behalf of the Subcontractor and communications to such representative shall be binding upon Subcontractor. (b) In the event any deviations from the Contract Documents are incorporated in any shop drawings of or by the Subcontractor, such deviations and the reasons therefore shall be fully explained in writing by separate letter to the Contractor and Owner at the time the shop drawings are submitted to the Contractor and Owner. Failure to so specify and explain any such deviation will automatically void any inadvertent approval of the same by the Contractor, Architect, Engineer and/or Owner. (c) The Subcontractor represents and warrants that it is an expert in the particular line or lines of work herein contracted to be done and that it is competent to know whether the materials, methods and apparatus specified for this work are sufficient and suitable to secure the results contemplated by the Contract Documents. The Subcontractor shall be responsible for fulfilling the requirements of the Contract Documents. Subcontractor agrees to cooperate in carrying out Contractor's quality assurance program including, but not limited to, furnishing necessary documentation and facilitating inspections and quality checks. (d) In the event that Subcontractor employs union labor the Subcontractor agrees to be bound by the terms and provisions of the agreement establishing the Impartial Jurisdictional Disputes Board, any such successor Board, or any subsequent method agreed to be employers and the unions affiliated with the Building and Construction Trades Department, AFL-CIO, for the settlement of jurisdictional disputes. The Subcontractor also agrees that any assignments of disputed work shall be made in accordance with any agreement of record between the disputing trades, or any published decision of record compiled and published by the Building and Construction Trades Department, AFL-CIO in Agreements and Decisions Rendered affecting the Building Industry. ARTICLE 4. DILIGENT PERFORMANCE— (a) Subcontractor agrees to commence, pursue diligently and complete the work in such sequence and order and according to such schedules as Contractor shall establish from time to time during the course of the work, and shall perform the work so as not to delay any other trades or contractors, time being of the essence of this Subcontract. Any written dates furnished by the Subcontractor and approved by Contractor and Owner for delivery of materials, samples, shop drawings, etc., shall become a part of this Subcontract. Subcontractor shall furnish information requested by the Contractor in connection with monitoring and updating the Project schedule and shall immediately notify Contractor in writing of any interruption of the work or late delivery which causes or may cause a delay in Subcontractor's performance. No extension of completion date shall be permitted unless approved in writing by the Contractor and Owner, and Subcontractor shall be responsible for any losses or penalties incurred by Contractor as a result of delays in completing Subcontractor's work. If Contractor determines that the Subcontractor is behind schedule or will not be able to maintain the schedule, Subcontractor shall submit a remedial plan to recover, shall work overtime, shift work, or work in an altered sequence, if deemed necessary, in the judgment of the Contractor to maintain the progress of the work. Any such overtime, acceleration, shift or altered sequence work required to maintain progress or to complete the work on a timely basis shall be at Subcontractor's expense and shall not entitle Subcontractor to an extension of time or additional compensation. Contractor may supplement Subcontractor's forces, at Subcontractor's expense, if deemed necessary by the Contractor to maintain the Project schedule. Subcontractor shall be liable to the Contractor for any delay or damages, including consequential or liquidated damages, threatened or assessed against the Contractor to the extent caused by the Subcontractor. (b) To the fullest extent permitted by applicable law, Contractor shall have the right at any time to delay or suspend the work or any part thereof without incurring liability therefore. An extension of time shall be the sole and exclusive remedy of Subcontractor for any delays or suspensions suffered by Subcontractor, but only to the extent that a time extension is obtained from the Owner, and Subcontractor shall have no right to seek or recover from Contractor any damages or losses, whether direct or indirect, arising from or related to any delay or acceleration to overcome delay, and/or any impact or effect of such delays on the Work. (c) Subcontractor shall cooperate fully with Contractor in providing promptly any information requested by Contractor in connection with preparation of schedules for the Project, including, but not limited to, detailed information concerning the sequence, beginning and ending dates of activities, cost breakdowns related to such activities, and any information requested for Critical Path Method scheduling if used for the Project. The costs of all such activities on the part of Subcontractor are included in the Subcontract Amount. (d) In the event of any dispute under this Subcontract or as to the work to be performed, Subcontractor shall continue to diligently perform the work as directed by Contractor without interruption, deficiency or delay. SC2 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF ARTICLE 5. PAYMENT -- (a) Payment of amounts due under the Subcontract, shall be made as follows: The Contractor shall, pay to the Subcontractor an amount equal to ninety percent (90%) or such higher percentage as required by applicable law of the value of the work performed by the Subcontractor as determined by the Architect and approved by the Contractor during any calendar month within fifteen (15) days after payment therefor has been received by the Contractor from the Owner, or within such shorter period specified by applicable law, statute or regulation. The Contractor shall be under no obligation to make any payment to the Subcontractor except to the extent that the Contractor has received funds from the Owner for the work invoiced by the Subcontractor; that is to say, the Subcontractor shall not be entitled to payment if for any reason, the Owner fails to pay the Contractor in accordance with the General Contract, such payment from the Owner being a condition precedent to any obligation of Contractor to Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Retainage and any other balance of the Subcontract Amount shall be payable fifteen (15) days or within such shorter period specified by applicable law, after the work under this Subcontract has been completed and accepted by the Owner, Architect, and Contractor and following approval by the Architect of the final application for payment, and settlement of all claims, if any, under this Agreement, provided that Subcontractor has fully performed all of its obligations hereunder. The Contractor is hereby authorized to deduct and offset from any payment an amount equal to any and all sums or obligations owing by the Subcontractor to the Contractor and costs necessary to complete the work to be performed under this Subcontract, and any and all claims liquidated or unliquidated, by the Contractor against the Subcontractor, arising hereunder, under any other contract or agreement between the Subcontractor and the Contractor or from any other liability or obligation of the Subcontractor to the Contractor whether under this Subcontract or otherwise. (b) The Subcontractor agrees to submit to the Contractor applications for payment by the 25th of each month, or at such other time as provided in the Contract Documents so as to enable the Contractor to timely apply to the Owner for payment. As a condition precedent to the payment of any application, the Subcontractor shall (1) produce waivers of mechanics lien rights and claim releases in the form required by Contractor by Subcontractor and all persons supplying labor or materials to the Subcontractor on the Project through the period covered by the application, or (2) exhibit such other evidence as the Contractor may require that charges for all labor and material have been paid. Any payments made by Contractor to Subcontractor are to be held in trust by Subcontractor for the payment of any lower tier Subcontractor or supplier. The Contractor shall have the right to contact Subcontractor's suppliers and subcontractors of any tier, direct or indirect, to determine the current status of indebtedness and Subcontractor authorizes them to provide such information. Contractor in its discretion may make checks payable jointly to Subcontractor and the supplier or subcontractor or directly to the supplier or subcontractor for the account of the Subcontractor. (c) Payment by the Contractor to the Subcontractor or for its account shall not be deemed to be an admission or approval by the Contractor of the sufficiency and adequacy of the work covered by the payment. (d) Notwithstanding any other provisions of this Agreement, Contractor shall be under no obligation to make any payment to the Subcontractor under any provision hereof except to the extent that Contractor has received funds from Owner, payment by Owner being a condition precedent to payment of the Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Notwithstanding the foregoing, nothing in this Subcontract shall be construed to prohibit Subcontractor from pursuing its rights, if any, to a mechanic's lien or statutory bond claim in the event that non-payment of the Subcontractor was caused by the failure of the Owner to pay Contractor amounts legally due. Subcontractor further agrees that, prior to exercising its rights or filing any claims, if any, against the Contractor or any surety for non-payment caused by the failure of the Owner to pay Contractor amounts legally due, Subcontractor shall first timely exercise and exhaust any rights and remedies that may exist with respect to enforcing a mechanic's lien on the Project. (e) Contractor may apply any payments otherwise due Subcontractor hereunder to any other indebtedness, liability or obligation of Subcontractor to Contractor whether under this Subcontract or any other agreement or circumstance. ARTICLE 6. ADDITIONAL OR OMITTED WORK -- (a) In the event that the Contractor directs Subcontractor to perform additional work, Subcontractor agrees that it will promptly perform and diligently complete such work whether or not Contractor and Subcontractor have agreed on the cost of such work. Subcontractor shall submit to Contractor a lump sum proposal for such work, which proposal shall include a detailed cost breakdown for each component of the work, indicating both quantities and unit prices, and such proposal shall be submitted to Contractor not later than 7 days after Contractor directs Subcontractor to perform extra or additional work or such lesser period if required by the Contract between Owner and Contractor. If a lump sum price or unit price for the additional work cannot be agreed upon, or Subcontractor fails to submit such proposal within 7 days after Contractor directs Subcontractor to perform extra or additional work, Subcontractor agrees to do the work on the basis of its actual cost plus percentage fees for overhead and profit as set forth in Article 10. The Contractor shall not be liable for payment for any additional work performed by the Subcontractor unless such work is first expressly authorized by the Contractor in writing and payment is made by the Owner to the Contractor for such extra work, payment by Owner to Contractor being a condition precedent for Contractor to pay Subcontractor for such work. Both authorization in writing by the Contractor and actual payment by the Owner to the Contractor for such extra work shall be conditions precedent to Contractor's obligation to pay Subcontractor for such additional work. Any additional compensation or time to be given to Subcontractor shall be set forth in a Subcontract supplement and shall constitute a full and final equitable adjustment of compensation, time or any other alleged entitlement, known or unknown, arising in connection with the facts and circumstances described in and which gave rise to such contract supplement and Subcontractor waives all damages, direct, indirect and consequential, relating to such facts and circumstances, including, but not limited to, impact, reduced productivity, interference by other trades, lack of coordination of the work by Contractor, inefficiencies, acceleration, delays, extended overhead, diminished bonding capacity or lost profits. (b) In the event that the Subcontractor performs any such authorized additional work on an actual cost plus basis, it shall furnish each day to the representative of the Contractor, duplicate payroll sheets, timesheets, material tickets, SO Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF equipment charges, and a statement or slips for all other charges, retaining a copy of each thereof, and securing on each thereof the signature of the duly accredited representative of the Contractor. Such signed copies of payroll sheets, timesheets, material tickets, statements and slips shall accompany the application for payment. (c) Should the Contractor during the execution of this Contract require the Subcontractor to omit any work embraced within the terms of this Subcontract, said omission being for the account of the Owner, the Contractor, or any other subcontractor on the work, the Subcontractor agrees to omit such work, and the Contractor will deduct from any monies due the Subcontractor the value of such omitted work as reasonably determined by Contractor. (d) In the event of any dispute, controversy, or claim for additional compensation or time extensions, except for payment for extra or additional work expressly directed by Contractor in accordance with Section 6 (a) of this Subcontract, the compensation for which shall be fully and finally governed by Section 6 (a) of this Subcontract and for which no further claim can or shall be made, notice in writing shall be given to the Contractor no later than seven (7) days following the occurrence on which such claim is based, unless the notice provision in the General Contract between the Owner and Contractor is less than seven (7) days, in which case, Subcontractor shall give notice to Contractor within 2 days less than the time required for Contractor to give notice to the Owner according to the notice provision in the General Contract. Such notice shall describe the dispute, controversy or claim in detail so as to allow Contractor to review its merits. Such notice shall also provide detailed information to substantiate such claim including supporting documentation and calculations, and including any information requested by Contractor. Any claim not presented within such time period shall be deemed waived by Subcontractor. (e) If the Subcontractor shall make any claim against the Contractor for extra work or additional compensation for which the Owner or its agents may be liable, the Contractor may present such claim or claims to the Architect and/or Owner for determination and decision provided (1) such claim is not, in the judgment of the Contractor, made in bad faith, (2) Subcontractor has given notice in accordance with Article 6 (d) and in the form required by the General Contract, and has presented the claim to Contractor within the time required by Article 6 (d), (3) Subcontractor has both requested in writing that Contractor present the claim and has agreed in writing, on terms satisfactory to Contractor, to pay all costs of Contractor in presenting and pursuing such claim. Further, if Contractor requires that Subcontractor execute a liquidating agreement or similar agreement on terms satisfactory to Contractor further memorializing the understanding of the parties in connection with the presentation of such claims, Subcontractor shall execute such agreement as a precondition for Contractor to submit such claim. Presentation of the claim by Contractor shall not be construed as an acknowledgment of the validity thereof, or a waiver of any right of the Contractor, and such action shall be without prejudice to its rights. If the claim is presented by the Contractor to the Architect and the Owner, the decision of the Architect and/or Owner shall be final and binding upon the Subcontractor to the same extent and purpose that it is final and binding on the Contractor. (f) No additional time or compensation will be allowed for weather delays or difficulties or inconveniences arising from mud, dust, water, ice, snow, wind, heat or cold or similar natural or physical conditions unless permitted under the General Contract and a claim therefore is made as set forth in Section 6(e). Contractor assumes no responsibility for material received, unloaded or stored for or by Subcontractor. Materials, tools, supplies, equipment, etc., belonging to or leased to Subcontractor are its responsibility and no claim for missing or stolen property will be allowed. Contractor shall not be required to provide hoisting facilities or temporary power, water or heat unless otherwise provided herein. (g) Contractor may direct Subcontractor to work overtime or premium time and Subcontractor shall comply with such direction. If approved in advance in writing by Contractor's authorized representative, Subcontractor may be reimbursed for such work but only for the difference between regular time and overtime for direct payroll cost and the related payroll taxes, insurance, and benefits, and shall not be entitled to any additional compensation for overhead or profit or for inefficiencies or declines in productivity or other impacts. Subcontractor shall be responsible for the costs of overtime work caused by failure of Subcontractor to provide sufficient manpower, maintain the progress of the Work, or otherwise meet its obligations hereunder. ARTICLE 7. DEFAULT -- (a) In the event the Subcontractor shall, in the judgment of the Contractor, (1) become unable to fulfill its financial obligation, become insolvent, or file or have filed against it any petition in bankruptcy, make an assignment for the benefit of creditors, or commence or have commenced against it or enter into any other proceeding or arrangement for relief of debtors, reorganization or deferral or discharge of debts, (2) fail to pay, when due, for materials, supplies, labor, taxes, or other items purchased or used in connection with the work, (3) fail to pursue the work in accordance with this Subcontract and the schedules established by the Contractor, (4) fail to supply a sufficiency of properly skilled supervisors, workmen, or of materials, tools, equipment, or supplies of the proper quality (including failure occasioned by a strike, picketing, boycott, or other cessation of work by Subcontractor's employees), (5) interfere with or disrupt, or threaten to interfere with or disrupt the operations of the Contractor, the Owner, or any other laborer, materialmen, supplier, subcontractor, or other person working on the job, whether by reason of any labor dispute, picketing, boycotting, or by any other reason, (6) violate any applicable federal, state, or local laws or regulations, (7) advise Contractor or demonstrate to Contractor that Subcontractor will be unable to timely and adequately perform any of its obligations under this Subcontract, or (8) commit any other breach of this Subcontract, then any such event shall immediately with no further action or notice required on the part of the Contractor, constitute a default by the Subcontractor under this Subcontract, and any such event shall be deemed to be a breach of this Subcontract. The Contractor will give the Subcontractor written notice of default. Upon receipt of such notice, Subcontractor shall have two (2) days in which to cure any such default provided, however, that if, in the judgment of the Contractor, such default cannot be cured within a two (2) day period after such notice, or Subcontractor has advised Contractor or Contactor has otherwise determined that Subcontractor is unable to cure or remedy said default, the Contractor will notify the Subcontractor of default but the Subcontractor will not have any right to cure such default and the Subcontractor may be terminated immediately. In the event of a default for which there is no right to cure as provided hereinabove, or in the event of the expiration of the 2-day cure period set forth hereinabove without all such defaults having been fully cured, the Contractor may terminate this Subcontract, take possession of all or any materials, fabricated items wherever located, supplies, equipment and tools pertaining to the Project whether on the Project site, in the Subcontractor's premises or in transit, and may make independent arrangements for completion of the work. Subcontractor grants to Contractor a right of entry into any premises owned or leased by Subcontractor for the foregoing purposes. The amount of completion cost, as well as any other costs, damages, or expenses, including Contractor's legal fees and expense, incurred as a result of such default shall SC4 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF be charged against any unpaid balance due to the Subcontractor under this Agreement or under any other agreement between Contractor and Subcontractor; and, if said total costs, damages or expenses shall exceed the balance due, the Subcontractor agrees to pay the amount of said excess immediately upon demand of the Contractor. The materials, supplies, equipment and tools taken by the Contractor may be used in completing the Project and may be incorporated into the improvements being constructed. With respect to any of such items incorporated into the Project, or consumed in the job, the net reasonable value of the same as of the date of taking shall be taken into account in the calculation of the aforesaid total completion costs, damages, and expenses. With respect to any such items which are not so incorporated or consumed, or which have a salvage value, the Contractor may, at its option (1) assume title to the same or any part of the same, as of the date of default and take into account the net reasonable value thereof as of the date of taking in the calculation of the total completion cost, damages, and expenses or (2) return the same to Subcontractor and take into account the net reasonable value of the use thereof by Contractor in the calculation of the said total completion cost, damages, and expenses (b) In addition to, and not in substitution of, the remedies herein above specified, Contractor may immediately, in the event of default or failure of Subcontractor to perform its obligations hereunder, provide or arrange for such workmen and materials necessary to continue and complete the work contracted for hereunder for the account of the Subcontractor and at Subcontractor's cost and expense, and apply any and all funds due or to become due to the Subcontractor thereto, all without terminating, rescinding or voiding this Subcontract or releasing the Subcontractor from any liability hereunder or from any damages caused by Subcontractor's failure to perform. (c) In the event of a default by the Subcontractor under this Subcontract, all sums and obligations owing to the Contractor by the Subcontractor in any right or capacity, whether under this Subcontract or otherwise, immediately shall become due and payable to the Contractor. (d) In the event the Contractor does not terminate this Subcontract, but assents to delayed completion of the work by the Subcontractor, such assent shall not be construed as a waiver of the Subcontractor's obligation to reimburse the Contractor for any costs, damages, or expenses incurred as a result of such delay; and all such costs, damages, and expenses shall be paid or reimbursed to Contractor upon demand. (e) In the event that Contractor wrongfully exercises any of its rights under this Article 7, Subcontractor's sole and exclusive remedy shall be payment of the Subcontract Amount for the portion of the Subcontract performed by Subcontractor, and Subcontractor hereby waives any and all other rights, claims and remedies under this Subcontract and/or at law. ARTICLE 8. RELEASES OF CLAIMS AND WAIVER OF LIENS -- Subcontractor agrees to provide to Contractor, and to provide and obtain from its subcontractors and suppliers of all tiers, executed releases of claims and/or waivers of liens and lien rights in the form required by Contractor and at such times as may be requested by Contractor. Subcontractor shall hold all monies paid by Contractor in trust for the payment of lower tier subcontractors and suppliers, promptly apply all payments made hereunder to Subcontractor's cost for labor and materials for the Project, and shall further take any and all necessary actions to keep the Project free and clear of all claims for liens and any and all claims against Contractor or Owner or any bonds posted by either of them in connection with the Project. In the event that any person furnishing labor or materials to the Subcontractor files a notice of intent to place a lien on the Project or files a lien on the Project or files a notice of claim or makes a claim against the Contractor or Owner or any bonds posted by either of them in connection with the Project, Subcontractor shall promptly but in no event later than any time required for a release bond to be posted under the General Contract take all necessary steps to have such notice or lien or claim withdrawn, including, if requested by Contractor, the posting of a bond. In the event that Subcontractor does not fulfill its obligations under this Article 8, Contractor may take all actions which it deems reasonable or necessary to protect the Project from liens and claims and the costs of any such actions including the cost of posting a release bond and attorney's fees, shall be deducted from amounts payable by Contractor to Subcontractor under this Agreement or any other agreement or circumstance. Subcontractor shall remain liable in the event that monies payable to it are insufficient to pay any damages or expenses arising from such liens. ARTICLE 9. MISCELLANEOUS -- (a) The Subcontractor shall not sublet, assign or transfer this Subcontract or any part thereof, or the money due or to become due under it, without the written consent of Contractor; and any assignment or transfer without such consent shall be void. Subcontractor hereby assigns to Contractor, upon termination of this Subcontract for any reason prior to its complete performance, all of subcontractor's rights in and to any agreements or purchase orders for labor or materials, equipment or services related to the Project, as well as any shop drawings, plans, specifications, or other documents prepared by or on behalf of the Subcontractor and such assignment shall create no rights in any other person unless accepted by Contractor. Contractor may assign this Subcontract, including but not limited to the Owner, the Owner's lender, or other entities as required by the Owner, to another contractor upon termination of the General Contract, or to any other persons or entities as required by the General Contract. (b) The Subcontractor shall not cause any unnecessary interference with or delay to the Contractor or to other subcontractors on said Project and shall repair promptly and be responsible for all damage done to the work of the Contractor or other subcontractors by Subcontractor, its agents, employees, subcontractors, or suppliers. Subcontractor shall be directly responsible to the Contractor or other subcontractors whose work is so damaged. The Contractor shall be responsible to the Subcontractor for physical damage to Subcontractor's work only if such damage is directly and proximately caused by the sole negligence of the Contractor. (c) The Subcontractor shall clean up and remove daily from the job site dirt, trash and debris arising from its work as directed by the Contractor. In the event the Subcontractor fails to clean up and remove such dirt, trash and debris, the Contractor may, at its discretion, arrange for the same at Subcontractor's expense. (d) To the fullest extent permitted by applicable law, Subcontractor agrees to defend, indemnify and hold harmless the Contractor and/or Owner, their officers, directors, agents and employees, from and against any and all claims, suits, liens, judgments, damages, losses and expenses, including, but not limited to, attorney's fees, arising in whole or in part and in any manner from the acts or omissions of the Subcontractor, its officers, directors, agents, employees or subcontractors, in the performance of this Contract, regardless of whether such lien, claim, suit, judgment damage, loss or expense is caused in part by a party indemnified hereunder. Nothing herein shall be construed to require Subcontractor to indemnify Contractor and Owner and/or their respective officers, directors, agents and employees from the sole SC5 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF negligence of Contractor or Owner, and/or their respective officers, directors, agents and employees. The Subcontractor shall defend and bear all costs of defending any actions or proceedings brought against the Contractor and/or Owner, their officers, directors, agents and employees, arising in whole or in part out of any such acts or omissions, provided, however, that the Contractor and/or Owner shall have the right to approve counsel to conduct such defense. Nothing herein shall be construed to create an indemnity obligation prohibited by applicable law or to waive Subcontractor's rights against any other subcontractor or supplier which may have contributed to causing the injury or damage. In claims against any person or entity indemnified under this Section by an employee of the Subcontractor or Sub -Subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable, the indemnification obligation under this Section shall not be limited by a limitation in amount or types of damages, compensation or benefits payable by or for the Subcontractor or Sub -Subcontractors under workers compensation acts, disability benefits, acts or other employee benefit acts. (e) Subcontractor acknowledges that, before executing this Agreement, it has carefully examined this Agreement, the Contract Documents and the Project site, has made such investigation of the Work required to be done and the material required to be furnished and, based upon such examination and investigation, Subcontractor represents that it fully understands and can perform all requirements of the Contract Documents. (f) With regard to the subject matter of this Subcontract: (1) Subcontractor shall have no greater rights and/or remedies against Contractor with respect to any matter (including, but not limited to, omissions, alterations, extra work and additional compensation) than Contractor has against Owner pursuant to the Contract Documents; (2) Subcontractor assumes all obligations, duties and responsibilities by which Contractor is bound to Owner pursuant to the Contract Documents; (3) Subcontractor shall be bound to Contractor to the same extent that Contractor is bound to Owner by all of the terms, provisions and conditions set forth in the Contract Documents; and (4) Owner shall have all rights and remedies against Subcontractor that Owner has against Contractor pursuant to the Contract Documents. (g) The Contractor shall have the right at any time, and for any or no reason, including for convenience, to terminate this Subcontract and require the Subcontractor to cease work thereon. The Subcontractor, in such event, shall be entitled to further payment only as provided in Article 5. The Subcontractor agrees to be bound by any and all provisions in the General Contract respecting renegotiation as well as termination for any reason. (h) Subcontractor agrees to clearly note on each payment check to, and related invoice of, its subcontractors and material suppliers which exceed One Thousand Dollars ($1,000.00), as being for work or materials provided pursuant to this Agreement for this Project, by name, all to be subject to Contractor's inspection upon request. Subcontractor also agrees to submit promptly to Contractor, upon request, the name, address and telephone number of each subcontractor or supplier of any tier, to Subcontractor for labor, materials, or equipment used on this Project. Contractor may contact any such subcontractors and suppliers and Subcontractor authorizes them to provide Contractor with any requested information (i) The Subcontractor warrants its workmanship and materials furnished against any defects, faults or damages arising therefrom during the period of construction and for a period of one year from the date of final completion of the Project (or for such longer period of time as may be required herein or by the Contract Documents). The Subcontractor shall remedy such defective workmanship, material, or damages at the request of the Contractor, at times convenient to the Owner, and to the satisfaction of Owner, Architect and Contractor. 0) Subcontractor shall comply with all applicable federal, state, and local laws and regulations by which it is bound and shall perform this Subcontract in strict conformity with applicable laws, codes, ordinances, rules, regulations and requirements of Federal, State, County and Municipal authorities and of the National Board of Fire Underwriters and any local fire Underwriters and any local fire insurance exchange now or hereafter in effect. In the event of any discrepancy between the present requirements of such laws or authorities and the provisions of this Subcontract, the former shall govern, and the Subcontractor shall perform the work as required thereby at no extra cost. Should the Subcontractor incur additional costs because of any future change in such requirements, additional compensation therefor shall be subject to Articles 5 and 6 hereof. If the Subcontractor performs any work or is otherwise in violation of any such laws, codes, ordinances, rules, regulations or requirements, it shall bear all costs arising or resulting therefrom. Where applicable, this contractor and subcontractor shall abide by the requirements of 41 CFR §§ 60-1.4(a), 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities, and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity, or national origin. Moreover, these regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability. (k) Subcontractor shall be represented on the job site during the course of its work by qualified, full-time supervisors acceptable to Contractor. The Contractor shall have the right to require at any or all progress meetings, whether called by the Owner, the Contractor, or others, the presence of a representative of the Subcontractor authorized to act in its behalf. All work hereunder shall be performed by persons well qualified and experienced in the kind of work to be performed and licensed as required by law. Subcontractor shall enforce discipline and good order among its employees, suppliers, and subcontractors engaged in the work. Contractor may require Subcontractor to remove from the project any such employees, suppliers, or subcontractors or others employed on the work that Contractor may deem incompetent, improper, or a hindrance to progress of any work on the Project, whereupon any such employee, supplier, or subcontractor shall be so removed and shall not again be employed on any part of the work without written consent of the Contractor. (1) The Subcontractor agrees that it shall not engage in discriminatory employment practices in violation of any Federal, State, or local law, or Owner requirements regarding employment discrimination, including any order or regulation of any agency authorized to enforce any such law. To the extent applicable, the Subcontractor agrees to comply with Title VII of the Civil Rights Act of 1964, Executive Order 11246, and all additional orders, regulations, amendments, etc., pertaining thereto, including certification of non -segregated facilities. The Subcontractor agrees to furnish such additional information, certifications, and policies as may be required by the Contract Documents. The Subcontractor agrees to comply with all applicable rules, regulations and relevant orders of the Secretary of Labor issued pursuant to the Rehabilitation Act of 1973, the Vietnam Era Veterans Readjustment Assistance Act of 1974, and the Americans With Disabilities Act of 1990. If applicable to the work under this Subcontract, Subcontractor shall comply with the SC6 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF requirements of Executive Order 13496 and 29 C.F.R. 471, Appendix A, and the employee notice set forth therein is incorporated by reference into this Subcontract. (m) Subcontractor shall comply with all applicable federal, state and local laws, regulations and orders relating to occupational safety and health, and related procedures established by Contractor and shall, to the extent permitted by law, indemnify and hold Contractor and Owner, their directors, officers, agents and employees, harmless from any and all liability, public or private, penalties, contractual or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, claims or judgments resulting from a claim filed by anyone in connection with the aforementioned acts, or any rule, regulation or order promulgated thereunder, arising out of this Agreement or any subcontract hereunder. Subcontractor further agrees in the event of a claim of violation of any such laws, regulations, orders or procedures arising out of or in any way connected with the performance of this Agreement, Contractor may immediately take whatever action is deemed necessary by Contractor to remedy the claim of violation. Any and all costs or expenses paid or incurred by Contractor in taking such action shall be borne by Subcontractor, and may be deducted by Contractor from any payments due Subcontractor. Subcontractor shall have the primary responsibility to safeguard and protect its employees on the Project from injuries as well as any other persons or property which could be affected by Subcontractor's operations on the Project. In addition but not in substitution for Subcontractor's primary responsibility for safety, the Subcontractor agrees to (1) comply with all safety rules and regulations and work practices and procedures established by the Contractor and/or the Owner; (2) take all necessary steps to promote safety and health on the job site; (3) cooperate with Contractor and other contractors in preventing and eliminating safety and health hazards; (4) train, instruct and provide adequate supervision to assure that its employees are aware of, and comply with, applicable Federal and State safety and health laws, standards, regulations and rules, safe and healthful work practices and all applicable safety rules, regulations, and work practices and procedures of the Contractor; (5) not create any hazards or expose any of its employees, employees of the Contractor or employees of Subcontractors to any hazards; (6) immediately abate all hazards within its control regardless of whether it created such hazard; and (7) where the Subcontractor is aware of the existence of a hazard not within its control, notify the Contractor of the hazard as well as warn exposed persons to avoid the hazard. (n) In the event of variations, conflicts, ambiguities or inconsistencies between or among the terms, provisions or conditions of this Subcontract and any other Contract Documents, the terms, provisions and conditions which grant greater rights or remedies to Contractor or impose higher standards with regard to the obligations, responsibilities and scope of work of the Subcontractor shall control. Notwithstanding any other provisions of this Subcontract or of the Contract Documents, no provision hereof shall be construed to permit Subcontractor to pursue against the Contractor rights and remedies available to the Owner against the Contractor in the General Contract unless such rights and remedies are specifically and explicitly made available to the Subcontractor herein. In particular, disputes hereunder shall not be resolved by arbitration, but rather shall be resolved by litigation unless Contractor directs Subcontractor in writing to arbitrate a specific dispute. In the event that arbitration is provided in the General Contract for disputes between Owner and Contractor or Contractor otherwise chooses, at its sole discretion to submit a matter to arbitration, Subcontractor agrees, upon request of Contractor, to submit any disputes as determined by Contractor in its sole discretion, to arbitration and, if necessary, consolidation of said disputes with any arbitration or administrative proceedings between Contractor and Owner or any other party. (o) The Subcontractor agrees to provide and furnish prior to commencing work, certificates in duplicate of insurance covering its work under this Contract for Worker's Compensation, General Liability Insurance to include Bodily Injury and Property Damage Insurance, and other insurance with limits and coverages as set forth in the Contract Documents or in Exhibit A attached hereto, whichever is greater. All policies of insurance shall be in "occurrence" form and with companies and in amounts acceptable to the Contractor, and shall not be subject to modifications or cancellation during the terms of the work hereunder without thirty (30) days prior written notice to the Contractor by certified or registered mail. Subcontractor will not change or terminate said policies without the written consent of the Contractor. The Subcontractor accepts exclusive liability for contribution tax or premiums for Unemployment Compensation, Social Security, Withholding Tax and Worker's Compensation. (p) The Subcontractor agrees to furnish a bond guaranteeing its performance of this Subcontract, and the payment of its subcontractors and suppliers, if so requested by the Contractor, in amount and form and with such surety as are acceptable to the Contractor. The cost of the bond shall be paid by Subcontractor unless otherwise provided herein. Subcontractor shall be deemed not to have provided a bond meeting the requirements of this Subcontract in the event that the bond is conditioned upon the payment of monies due Subcontractor hereunder to an escrow agent or other third party who will disburse payment to subcontractors, material suppliers or other creditors of the Subcontractor. (q) The Subcontractor understands and agrees that it shall not deal directly with representatives of the Owner, but shall handle all matters connected with this Subcontract, the work, or the furnishing of the materials or payment therefor, exclusively through the Contractor, unless otherwise directed in writing by the Contractor. (r) This Subcontract shall be governed by the laws of the State of Maryland, without regard to principles of conflict of laws. Any action or suit arising hereunder shall be brought in the jurisdiction where Contractor's principal office is located without regard to principles of conflict of laws or forum non conveniens. In the event of litigation between them, Contractor and Subcontractor waive trial by jury. If requested by Contractor, Subcontractor agrees to submit any dispute under this Subcontract to arbitration under the Construction Industry Rules of the American Arbitration Association, or pursuant to any Arbitration procedure and rules governing the General Contract, if any. (s) Neither party hereto may waive or release any of its rights under this Agreement, except in writing. The waiver by either party hereto of any breach of any provision of this Subcontract shall not be construed as, or constitute, a continuing waiver, or a waiver of any other breach of any provision of this Subcontract. (t) If any provision of this Agreement is held by a Court of competent jurisdiction or arbitrator(s) to be invalid or unenforceable, whether in whole or in part, such provision shall be ineffective only to that extent without invalidating or rendering unenforceable any valid portions of the provision and/or any other provision of this Subcontract. (u) The Parties agree that they have both had the opportunity to obtain the assistance of counsel in reviewing the terms of this Subcontract prior to execution, and as such this Subcontract shall be construed neither against nor or in favor of either party, but shall be construed in a neutral manner. (v) Owner shall be considered a third party beneficiary of all of Contractor's rights under the Subcontract, but not the obligations. Subcontractor shall have no rights or claims directly against Owner except to the extent of any mechanic's lien rights available by statute. All other legal or equitable claims by Subcontractor, including claims against Owner of quantum meruit or unjust enrichment, are hereby waived and released. This Subcontract and the exhibits attached hereto SC7 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF and incorporated by reference herein contain the entire agreement of the parties with respect to the subject matter of this Agreement, and supersede all prior negotiations, agreements and understandings with respect thereto. This Subcontract may be amended only in writing signed by both Contractor and Subcontractor. ARTICLE 10. SUBCONTRACT AMOUNT —The Contractor agrees to pay the Subcontractor for the performance of its work hereunder the following sum or sums, which shall unless otherwise specified, include all taxes, insurance premiums, charges for permits and all other fees and charges, and shall be firm and binding on the Subcontractor for the work and not conditioned upon a firm completion date or on any labor increases or material escalation costs which might occur during the course of construction: Nine Hundred Eieht Thousand Three Hundred Seventv Six ($908.376.00) Percentage fees for overhead and profit for extra work, subject to the provisions of Article 6 hereof, shall be: 10% for work performed by Subcontractor's own forces and 5% for work performed by its subcontractors and suppliers. Sub - subcontractor shall likewise be entitled to 10% for work performed by their own forces and 5% for work performed by their subcontractors and suppliers. No fee will be allowed on overtime premiums. Such percentages include all office overhead and supervision above the foreman level. ARTICLE 11. CONTRACT ALTERATIONS AND OMISSIONS —Any terms and conditions, to the extent inserted or added as part of an exhibit hereto by Contractor into this Subcontract, are hereby acknowledged by both parties to form a part of this Subcontract. In the event any terms and conditions are inserted or added as part of an exhibit hereto by Subcontractor, such terms and conditions shall only become part of this Subcontract if, and only if, each such term or condition is initialed by both Parties. In the event of conflict between any such properly added terms and conditions, and the standard terms in this Subcontract, the added terms and conditions shall prevail. In the event any such changes to this Subcontract form, including alterations and omissions noted thereon, are inconsistent with the requirements of the second sentence of Article 3(a), the requirements of the second sentence of Article 3 (a) shall prevail in all respects. [SIGNATURES ON FOLLOWING PAGE] SC8 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. SUBCONTRACTOR: Clean Scapes - Austin, LLC CONTRACTOR: THE WHITING -TURNER CONTRACTING COMPANY BY: �D« 19q by: q by 6eer Uw,�1r�� BY: SIGNATURE SIGNATURE George Lindenberg Michael Kersey PRINTED NAME TITLE DATE: WITNESS PRINTED NAME Managing Principal TITLE 8/23/2023 DATE: D Sg WITNESS: �ebz,Dzea .. SC9 Division vice President 8/24/2023 o..Sig—by: DS a� Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF LIST OF EXHIBITS The Exhibits listed below are hereby incorporated into this Subcontract: Exhibit A — Insurance Exhibit B — Scope of Work Exhibit C — EEO Letter Exhibit D — Contractor/Subcontractor EH&S Manual Exhibit E — Project -Specific Quality Management Plan Exhibit F — Subcontractor Plan for COVID-19 Exhibit G - Contract Documents - Drawing & Spec Log Exhibit H - Project Schedule Exhibit I - Addendum to Subcontract for Texas Projects Exhibit J - Site Specific Safety Plan Exhibit K - WT Utility Location/Avoidance Policy Exhibit L - City of Fort Worth DAP (Revised 1/2/19) Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT A INSURANCE GENERAL INSURANCE REQUIREMENTS Prior to commencement of any work on the Project, Subcontractor shall, at its own expense, maintain, during the term of this Subcontract and any extensions thereof, the following insurance in the forms and with limits to satisfy both the requirements listed on this Exhibit A and those specified by the Subcontract and/or any other applicable Contract Documents. All insurance policies must be from insurers authorized to conduct business within the state(s) where the project is located. The insurance companies must also have a Best's Rating of at least "A-" and a financial size of "Class VII" or better. Subcontractor shall disclose and shall be responsible for payment of any deductibles or self -insured retention under these policies. No self -insured retentions shall be allowed under any of Subcontractor's policies without prior written consent of Contractor. Failure to adhere to these requirements shall constitute a material breach of the Subcontract. Any limit of insurance listed in this Section shall serve as only a minimum limit requirement of coverage. It is understood and agreed that this Exhibit shall in no way limit Subcontract's liability to any dollar value or insurance coverage limits stated herein. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE This insurance will pay the subcontractor's obligations under appropriate worker's compensation statutes, including federal benefits under the U.S. Longshore and Harbor Workers Compensation Act, the Federal Employers' Liability Act and the Jones Act, covering all employees who perform any of the obligations of the Subcontractor under this Subcontract. The Workers Compensation Insurance shall be carried with statutory limits compliant with the relevant legislation of the state(s) where any of Subcontractors operations or work are being performed for theProject. Employers liability coverage shall provide limits of at least $500,000 each accident for bodily injury and $500,000 each employee for disease. The policy limit for disease shall be at least $500,000. For Connecticut projects, Subcontractor hereby agrees that Whiting -Turner is reimbursing Subcontractor a sufficient amount as payment for the Workers Compensation Premium for its workers on this Project. COMMERCIAL GENERAL LIABILITY INSURANCE This insurance must be written on Standard ISO CGL Form CG 00 01 (or any equivalent form) on an "occurrence" basis, responding to claims arising out of occurrences which take place during the policy period. The commercial general liability coverage limits shall be the maximum limits available under the policy, but in no event less than, the following: $1,000,000 each occurrence for bodily injury and property damage $1,000,000 each incident for personal and advertising injury $2,000,000 products -completed operations aggregate $2,000,000 general aggregate $100,000 fire legal liability $10,000 medical expense The general aggregate limit shall apply separately to each project. The products and completed operations coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. The Whiting -Turner Contracting Company is to be included as an additional insured. The contractual liability coverage shall include protection for the Subcontractor from general liability claims arising out of the liability assumed under the indemnification provisions of the Subcontract without exclusion or limitation for work subcontracted by Subcontractor, to any tier. There shall be no exclusion or limitation for liability arising out of explosion, collapse and underground hazards (XCU) or subsidence, if the scope of subcontractor's work involves digging, excavation, grading, or use of explosives. There shall be no exclusion or limitation for residential work if such work is part of the scope of the Subcontract. If the scope of Subcontractor's work could cause or contribute to water intrusion or the development of "mold", "fungi" or "bacteria", including but not limited to work that involves exterior insulated finish systems (EIFS), the construction of the building envelope (skin, windows, waterproofing, roofmg, flashings, etc.), fire suppression, plumbing systems or HVAC systems, the Subcontractor's general liability policy shall not contain any exclusion for such exposures. If Subcontractor's general liability policy excludes such coverage, and this coverage cannot be added by endorsement, then Subcontractor is required to cant' separate Pollution Liability Insurance with mold specifically included as a covered loss. The commercial liability coverage, including any umbrella excess, shall include faulty workmanship as a trigger of occurrence. In any state where faulty workmanship is not considered a trigger of occurrence, including Pennsylvania, Ohio and Kentucky, any insurance policy which provides that it is governed by the laws of such states shall not be acceptable, unless an endorsement is provided that expressly includes faulty workmanship in the definition of occurrence. Umbrella excess must be endorsed with similar language to ensure follow form coverage of primary insurance. (Exhibit Revised 3/2022) Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF BUSINESS AUTOMOBILE LIABILITY INSURANCE This insurance shall apply to any auto, including all owned, hired and non -owned vehicles, to a combined single limit of at least $1,000,000 each accident. For those subcontractors subject to the Motor Carrier Act of 1980, the Motor Carrier Act endorsement # MCS-90 should be attached to the policy, with a primary limit of at least $1,000,000 each accident. Any statutorily required "No -Fault" benefits and uninsured/underinsured motorists' coverage should be included. Any deductible under this policy must be disclosed and will be fully assumed by the subcontractor. UMBRELLA EXCESS LIABILITY INSURANCE This insurance must provide coverage in excess of the limits of employers' liability, commercial general liability and business automobile liability. The umbrella coverage limits shall be the maximum limits available under the policy which shall be at least $5.000.000 each occurrence and a $5,000,000 aggregate and include coverage as broad as the primary insurance. Umbrella excess must be endorsed with primary non -contribution language to ensure follow form coverage of primary insurance. PROOF OF INSURANCE/ENDORSEMENTS/ADDITIONAL INSURED REOUIREMENTS Prior to commencing work and throughout the Subcontract term and any extensions thereof, as a material term of the Subcontract, Subcontractor shall provide Whiting -Turner with certificates of insurance using the ACORD form or its equivalent executed by a duly authorized representative of each insurer and with copies of any necessary riders or endorsements attached. Such riders and endorsements shall be in a form reasonably acceptable to Whiting -Turner, evidencing that Subcontractor's insurance coverage is in compliance with the insurance requirements set forth in this Exhibit A and in the Contract Documents. All insurance policies shall be endorsed to provide at least 30 days prior written notice to Whiting -Turner of cancellation or non -renewal of any insurance provided pursuant to this Exhibit A or at least 10 days notice of cancellation due to non-payment of premiums. Whiting -Turner, the Owner and other entities as required by the Contract Documents or otherwise required by Owner or Contractor shall be named as an additional insured under the Commercial General Liability, Auto Liability and Umbrella Excess Liability policies of insurance, and special policies listed below if applicable, per standard ISO endorsement forms 2010 (10/01) for Ongoing Operations and endorsement form 2037 (10/01) for Products/Completed Operations, if available, or otherwise per standard ISO endorsement forms 2010 (07/04) for Ongoing Operations and 2037 (07/04) for Products/Completed Operations, or equivalent. Coverage's shall be maintained by Subcontractor for itself and for the additional insureds for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. Such insurance shall include cross -liability coverage as provided under standard ISO forms separation of insured clause. It is expressly agreed and understood by and between Subcontractor and Whiting -Turner that the insurance afforded the additional insureds shall be the primary insurance and that any other insurance carried by Whiting -Turner shall be excess of all other insurance carried by the Subcontractor and shall not contribute with the Subcontractor's insurance. Subcontractor further agrees to provide endorsements on its insurance policies as required to comply with these requirements. Subcontractor further agrees to include, to the fullest extent permitted by applicable law, the following language on its insurance certificate to acknowledge compliance with these requirements; however, Subcontractor's failure to provide such endorsements or acknowledgement shall not affect Subcontractor's agreement hereunder: "Whiting -Turner, the Owner,[insert the names of additional insured entities] and other entities as required by the Contract Documents or otherwise required by Owner or Contractor are Additional Insured's under the primary and umbrella excess liability insurance policies on a primary and non-contributory basis for Ongoing Operations and for Completed Operations and such coverage shall comply with the provisions of standard ISO endorsement forms. A Waiver of Subrogation in favor of the above listed parties shall apply to the primary and umbrella excess policies required under this Subcontract. Additional Insured's shall be provided at least 30 days prior notice of cancellation or non -renewal, or at least 10 days notice of cancellation due to non-payment. " hi the event applicable State law prohibits any of the above language from being included in Certificates of Insurance, Subcontractor shall provide a Certificate of Insurance reflecting coverage provided in policies for Additional Insured status for ongoing and product completed operations, Waivers of Subrogation, and a 30 day cancellation notice. The Certificate of Insurance shall contain wording from the policies and endorsements verifying the foregoing are covered by the policies and endorsements. Notwithstanding any other provisions to the contrary herein or in the Subcontract, the additional insured obligations herein are independent obligations from any indemnity obligations under the Subcontract, such that in the event any or all of the indemnity obligations under the Subcontract are determined to be void or otherwise unenforceable, the additional insured obligations shall remain in full force andeffect. WAIVER OF SUBROGATION Subcontractor hereby waives all rights of subrogation against Owner, Whiting -Turner, the Architect and its consultants, and any of Subcontractor's sub -contractors and consultants, and their respective trustees, directors, officers, employees and agents for recovery of damages to the extent those damages are covered by any insurance policies the Subcontractor is required to maintain as set forth herein. Subcontractor agrees to obtain, at its own cost, and deliver to Whiting -Turner copies of any endorsements necessary to provide such a waiver under the applicable insurance coverage. Umbrella excess must be endorsed with waivers of subrogation language to ensure follow form coverage of primary insurance. SPECIAL COVERAGE — IF APPLICABLE SC 12 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-95OA-79B8C92A4EDF 1. Pollution Liability — If the scope of services or work under this Subcontract could result in a potential environmental hazard, including but not limited to, transportation, handling, storage or abatement of hazardous substances, or involve work such as demolition, earthwork, or utilities that could result in a potential environmental exposure, Subcontractor shall purchase and maintain Pollution Liability Insurance which shall be on an occurrence basis with a limit as required by contractor, which shall be the maximum limits available under the policy, but in no event less than $2,000,000 per claim. The coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. If Subcontractor can only provide this insurance on a "claims made" basis, such policy shall include a retroactive date prior to the initiation of any work and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 2. Blasting — If the scope of the Subcontractor's work involves any blasting operations, Subcontractor agrees to provide specific evidence, to the satisfaction of Contractor, that the insurance policy covers such operations. 3. Professional Liability — If the scope of Subcontractor's work involves the performance of any delegated design, design assist, or design services (including but not limited to architecture, engineering, landscape architecture, surveying, construction management, environmental consulting, testing, rigging, shoring or fastening) performed by or on Subcontractor's behalf, Subcontractor and any design subcontractors/consultants/vendors working under the Subcontractor shall each maintain Professional Liability coverage with limits as required by the Contract Documents which shall not be less than $2,000,000 per claim or the value of the Subcontract, whichever is greater. If Professional Liability coverage is provided on a "claims made" basis, the policy shall include a retroactive date prior to commencement of services and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 4. Aircraft Liability Insurance — If the Subcontractor or any lower tier subcontractor/vendor uses any type of owned, leased, chartered or hired "manned" aircraft on the Project, Subcontractor shall provide Aviation insurance with minimum limits of 1 OM per occurrence; Any subcontractor or lower tier SubcontractorNendor using Drones on the Project shall provide Unmanned Aircraft Liability coverage with minimum limits of 1 M per occurrence; All such policies shall name Contractor as an Additional Insured and provide a Waiver of Subrogation in favor ofContractor. 5. Cyber Insurance - If the Contract Documents require the Contractor or its Subcontractors to provide Cyber Insurance and/or if Subcontractor's scope of work involves Building Information Systems, Security/Access Control Systems or Data Systems, Subcontractor shall maintain Cyber Insurance of the types and limits required by the Contract Documents, which shall not be less than the following coverage: $2M in Information Security & Privacy Liability, Regulatory Defense & Penalties, Media Content Liability (infringement of intellectual property, including but not limited to infringement of copyright, trademark, and trade dress, and invasion of privacy violations), Privacy and Breach Notification Costs, including credit monitoring services, Extortion & Ransomware, including digital/virtual currency; and $IOOK in Social Engineering Fraud. SC 13 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT B GENERAL SCOPE OF WORK The intent of this subcontract is that all work is to be performed as required to provide an end result as shown by the contract documents. It is the responsibility of this subcontractor to carefully examine existing conditions in conjunction with the contract documents to ascertain the entire scope of work. No additional compensation will be allowed for the interface and/ or coordination of this work with existing conditions that are apparent or reasonably inferable at time of bid. The work shall generally include, but is not limited to the following: L GENERAL SCOPE 1. General Requirements The General Requirements for this project are included in the specifications. Refer to this document for additional information regarding overall project coordination and requirements of this subcontract. 2. Field Offices and Storage a. Subcontractor field offices, storage areas, parking etc. shall be designated by Whiting -Turner. Each subcontractor will provide their own temporary utilities from a central distribution system provided by Whiting -Turner. Each Subcontractor will be responsible for providing and payment for their own services. b. Subcontractors may be required to submit for "Occupancy and Use" permits for all temporary construction trailers and storage containers used on this project. Any and all cost associated with said permit is the subcontractor's responsibility. c. Provide storage of all materials, tools and equipment used or stored on project site. Due to lack of staging area, only trades approved by Whiting -Turner in advanced may store material on -site prior to installation. Subcontractors are to deliver material in a sufficient quantity to support the schedule. Coordinate all deliveries appropriately and relocate materials as necessary so as not to delay progress of other trades. Whiting -Turner will not provide security of Subcontractor's equipment and supplies. d. Subcontractor is responsible for delivery, set up and removal of field offices and storage units. 3. Site Access, Staging and Deliveries a. Access to the construction site will be limited to assigned locations. b. Subcontractor acknowledges that he has visited the site and is fully aware of site conditions, staging area, access, and parking availability. Subcontractor is also aware that Whiting -Turner will provide no security other than a fenced staging area. c. Subcontractor is aware of and has accounted for the laydown/ staging areas being "remote" from the immediate hoisting area. Additionally, Subcontractor is aware and has accounted for hauling of some or all of the materials from the staging area to the hoisting area. d. Deliveries and storage of materials shall be coordinated with Whiting -Turner Superintendent. All deliveries shall enter the building at phase and area specific entry points only, as designated by Whiting -Turner. All deliveries, staging, and storage shall be as specifically approved in advance by Whiting -Turner, and shall not disrupt site activities or obstruct required site exit and loading areas. e. Subcontractor owns all freight, delivery and off-loading of material and equipment deliveries. 4. Temporary Utilities a. Temporary Power: Electrical Subcontractor DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF b. Temporary Water: From site hydrants or designated locations in the building c. Temporary Lighting: Electrical Subcontractor for general lighting, task -specific lighting is by the subcontractor needing additional lighting 5. Building Permits Whiting -Turner will pay for and obtain general building permits for the general construction. Any trade specific permits, fees and licenses required for the work will be the responsibility of the appropriate Subcontractor. Copies of these documents will be provided to Whiting -Turner. 6. Personnel Subcontractor may be required to provide an organization chart detailing the proposed structure of key personnel (including resumes) for the project. Subcontractor is to provide a full-time, on -site English speaking superintendent. 7. Contract Documents a. Subcontractor will be provided access to electronic copies of the drawings and specifications with contract award, if requested. Any additional sets and hard copies must be purchased by Subcontractor. b. Subcontractor acknowledges receipt of all documents associated with this contract (listed under Project Documents). 8. Submittals a. Subcontractor shall provide all submittals, coordination drawings, shop drawings, pertinent manufacturer's data, mock-ups, samples, as-builts, etc. required to complete the work as specified by the contract documents. Submittals shall be coordinated to allow ample time for review, approval, fabrication and delivery prior to and in accordance with the construction schedule. b. All construction documents, reports, drawings, sketches, and related shop drawings should contain elevations which are referenced to the Contract Documents 9. Material Safety Data Sheets Subcontractor shall provide and maintain MSDS (Material Safety Data Sheets) for all known hazardous substances brought onto the site by your personnel, subcontractors and material suppliers. 10. Long -Lead Items a. Upon receipt of this agreement, Subcontractor will verify availability including delivery lead-time of all materials and immediately notify Whiting -Turner of any potential delays to the project schedule. b. Subcontractors responsible for procuring long lead items are required to submit and regularly update a "material expediting" list indicating each items manufacturer, sales representative (including phone numbers), lead times, required shop drawing submittal and approval dates, manufacturer order/job numbers, etc. necessary to monitor the procurement of long lead items. 11. As-Bufft Drawings a. Maintain one (1) AS -BUILT set of Contract and Shop Drawings. These must be kept up-to-date during the course of the project. Whiting -Turner reserves the right to check these drawings each month as a prerequisite for payment. b. Subcontractor shall update as-builts when changes are made through the approval process, change orders are issued, detailing corrections, or supplemental information or clarifications by the Architect are made. The intent is that at project completion, the as -built set is accurate of the final installation. 12. Shut -Downs and Tie -Ins Utility shutdowns and tie-ins must be scheduled with Whiting -Turner. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 13. Clean -Up a. Subcontractor shall be fully responsible for any mud or dirt tracked on public roads directly caused by their equipment. b. A job dumpster will be provided by Whiting -Turner unless noted otherwise in the Specific Scope of Work. Subcontractor shall perform daily and final clean-up of debris for all work performed under this contract. This clean-up shall be performed often enough to maintain the area of work in a clean and safe condition at all times and to ensure no other trades are hampered by debris. Excess materials shall not be allowed to accumulate. Subcontractor is responsible for removal of all trash, debris and excess materials to dumpsters (provided by others, unless noted otherwise herein) on a daily basis or as directed by Whiting -Turner's superintendent. Should Subcontractor fail to clean work areas on a daily basis this shall constitute immediate default of contract and area will be cleaned by alternate methods by Whiting -Turner forwarding all costs back to Subcontractor. Should area be occupied by multiple subcontractors they shall share in the costs based on manpower on project site. d. Suitable measures to control dust, mud and noise are the responsibility of this subcontractor (including street sweeping as required) for this scope of work. 14. Excess Spoils All excess spoils generated by this subcontractor and by this scope of work are the responsibility of this Subcontractor and are to be hauled off -site, unless directed otherwise in writing. It is anticipated, spoils for this work will stay on site. 15. Inspections a. Subcontractor is responsible for coordinating and scheduling all necessary testing and inspections directly with inspections agency or local authorities. A copy of all inspection reports must be forwarded to Whiting -Turner. Be advised that any failed inspections of work may result in payment of re -inspection fees by Subcontractor. b. An independent Testing and Inspection Agency for the geotechnical and structural related work will be provided by the Owner. Coordinating, scheduling and providing access for related inspections will be the Subcontractors responsibility. For additional Subcontractor requirements refer to the General Requirements. c. All materials and workmanship are subject to the inspection and approval by Whiting -Turner, the Owner and/or their agents. 16. Hoisting a. Provide all ladders, lifts, hoisting, rigging, etc. required to perform the work under this agreement and maintain same in safe working condition. Whiting -Turner will not provide hoisting facilities. Whiting -Turner will assume no responsibility for materials received, unloaded and/or stored for or by the Subcontractor. Major deliveries shall be coordinated with Whiting -Turner at least 48 hours prior to arrival on the site. Items arriving without proper notification may be refused to the jobsite. b. All hoisting and scaffolding to be in accordance with O.S.H.A. regulations, local and state agencies. All materials delivered F.O.B. jobsite shall be off loaded by Subcontractor to a designated staging point. Subcontractor shall be responsible for any citations or fines associated with improper use or maintenance of such hoisting equipment. d. Subcontractor has visited the site and understands the logistical constraints with respect to hoisting of materials and equipment. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 17. Safety a. Ensure a safe working environment for all employees on site. All work to be done in accordance with OSHA, local safety regulations and Whiting -Turner Safety Rules (See Project Administrative Documents). Subcontractor shall designate a full time employee at the site as a Safety Person" responsible for maintaining all safety requirements during the performance of the Work. b. Subcontractor shall be responsible for all safety barricades, temporary protection, etc. with work associated with this subcontract. Subcontractor shall specifically provide perimeter protection and/or fall protection to areas of work which falls can occur. (i.e. excavations, building edge, stair openings, elevator shafts and any other open penetrations where a safety hazard could exist). c. Safety meetings will be held weekly. All subcontractor's superintendents, foreman and employees are responsible for attendance or forwarding a copy of their safety meeting, if it is conducted weekly, while on site. Subcontractors are encouraged to hold individual safety meetings and forward a copy of the programs to Whiting -Turner. d. All on -site personnel are required to attend a Safety Orientation Meeting held at the Whiting -Turner jobsite office immediately upon mobilization. Subsequent to the orientation, any of the subcontractor's employees found in violation of any Whiting -Turner or OSHA safety rules, will be subject to a fine as set forth by Whiting -Turner during the Safety Orientation. Repeat violations may result in the Subcontractor's personnel's immediate removal from the Jobsite. e. All superintendents, foreman and safety personnel shall be OSHA 30 and First Aid/CPR certificated. f. Subcontractor shall submit a jobsite safety plan, MSDS sheets, and hazard analysis plan(s) for any work deemed necessary by Whiting -Turner prior to mobilization and the start of construction. 18. Payment a. Included herein (See Project Administrative Documents) are Application For Payment procedures which must be followed. Applications not submitted properly will be returned without payment. b. Subcontractor shall submit schedule of values for approval prior to issuance of first monthly pay application. This schedule of values will be used for progress billings. c. Original invoices are to be submitted by the 25th of each month for work completed through the 301h/31st. Invoices to be submitted on modified AIA G702 (WT-001) and G703 (WT-002) forms as attached. No fax copies will be accepted. d. Subcontractor is to submit partial lien releases from vendors/suppliers before pay applications will be processed (See Project Administrative Documents) or Contractor may issue joint checks. e. All submittals must be received by Contractor prior to acceptance and processing of the Pt pay application. f. Final payment will not be processed unless Whiting -Turner has received all warranty and close-out information required by the contract documents. 19. Additional Work a. Subcontractor understands that there will be no compensation for extra work done without written authorization from Whiting -Turner. Subcontractor shall also proceed with additional work increasing the contract amount with written authorization from Whiting -Turner. b. Contractor shall have the right to order changes in the work including, without limitation, alterations, additions, deviations, or omissions from the work. The ordering of any such changes, regardless of DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF their magnitude, shall in no way invalidate the Subcontract and such changes shall be governed by the terms of the Subcontract. c. In the event any portion of Work is deleted, it shall be deleted at the price indicated for that portion of Work. d. Subcontractor shall submit pricing for changes within five (5) days of receipt of the change request form (CR), unless mutually agreed upon otherwise. All pricing must be accompanied by a detailed breakdown of the costs. Non -response within the required time frame (5 days) will be considered as the Subcontractor's agreement to accept Contractor's assigned value for the change. e. All change issues are to be resolved monthly, prior to processing of monthly pay applications. 20. Change order Pricing and Processing Definitions: a. Overhead: Defined as any office labor, management labor, estimating, secretarial, accounting, etc. above working foreman. Materials considered overhead are items such as but not limited to copy machines, phones, fax machines and all items associated with office work. Overhead is not reimbursable as a separate line item and is included within the allowed "Overhead and Profit" percentage defined within the Subcontract Agreement. b. Profit: Defined as the fee for work performed, calculated as a percentage of the cost of work. No fee shall be attributed to overhead. c. Small tools (Value less than $300.00): Shall be considered overhead unless specific tasks require equipment / tools be purchased to accomplish such work at which time they will become property of the Owner. d. Insurance: Liability insurance, health insurance for office staff, automobile and equipment insurance, theft insurance, builder's risk insurance shall be considered overhead. e. Bond: Bond Cost shall be attributed to the change order pricing based on submitted bond rate at bid submission and contract award. 21. Material Status Report Subcontractor is to prepare and maintain a material status report for all material to be used on the project. The report shall include material item, supplier, purchase order number, telephone number, contact and a schedule for shop drawings, fabrication, and deliveries. Whiting -Turner reserves the right to check directly with suppliers on all items that are critical to the project schedule. This report is to be submitted with the monthly pay application as a condition of payment. 22. Insurance a. Prior to the commencement of work, subcontractor shall furnish a certificate of insurance naming "The Whiting -Turner Contracting Company; HCA Healthcare, Partnership Market Office" as additionally insured. The coverages shall meet or exceed those specified by the insurance requirements. Reference Exhibit A for insurance requirements. b. Additional Insured Endorsement included in Attachment A, must be submitted with the certificate of insurance, prior to the commencement of work. 23. Progress Meetings Progress meetings will be held a minimum of once a week at our field office. All subcontractors (Field Superintendent or Foreman) are required to attend meetings to adequately control the flow of work. Minutes will be issued each week for the previous week. Attendance is mandatory when Subcontractor has work occurring within two weeks of scheduled meetings. 24. Daily Field Reports DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF a. Submit Daily Field Reports providing manpower (i.e, names of each employee, hours of work, and areas of work) and construction progress information to the General Contractor's Field Superintendent. Daily Field Report forms will be supplied by the General Contractor. b. Field reports to be signed by the Subcontractor's Foreman for the project. 25. Surveying and Layout a. Whiting -Turner will provide initial property corners and benchmark elevations. Subcontractor is responsible for layout, field verification and engineering for work under this agreement. Any additional layout required shall be the responsibility of this Subcontractor. b. All field measurements and verification of existing conditions required to perform the work will be the responsibility of the Subcontractor, unless specifically noted otherwise in the specific scope of work. 26. Cost Escalation Include all wage and material escalation costs necessary to account for the project duration. 27. Coordination with other Trades Subcontractor is aware that other subcontractors will be working in close proximity. Subcontractor is responsible for cooperating and coordinating the work with other subcontractors to avoid unnecessary conflicts and delays. 28. Eating, Drinking, and Smoking Subcontractor's personnel will refrain from eating, drinking and smoking in all areas on the project except those specifically designated by Whiting -Turner for those purposes. 29. Mobilizations Subcontractor acknowledges that part or all of the work of this subcontract will be done in many phases and may require multiple mobilizations and has accounted for same in the contract sum. 30. Maintenance of Traffic Provide all necessary maintenance of traffic as it pertains to this work. Maintenance of traffic shall meet or exceed all requirements of state and local authorities. Maintenance of traffic shall include, but not limited to, design, permits, all temporary signage (directional signs, danger signals, etc.) arrow boards, traffic barrels, cones, barricades, flagmen, etc. Removal of same at completion of work shall be the responsibility of this Subcontractor. 31. Marking of Underground Utilities Contact the local utility locating company and Private utility locating company as required prior to commencing any excavation work. 32. Existing Facilities Subcontractor is aware of and has accounted for this project being located within an existing and operating facility. Additionally, Subcontractor is aware of the logistical challenges and constraints that this poses and has accounted for same in the contract sum. Subcontractor is warned that any damage to existing facilities, new construction, or appurtenances will result in backcharges for repairs. Subcontractor shall and will respect work done by others. 33. Completeness Subcontractor has reviewed and understands all civil, architectural, structural, mechanical, plumbing and electrical drawings with respect to this Subcontract and is responsible for all work on these drawings as they relate to this scope of work. 34. Warranty / Guarantee DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Subcontractor shall provide a Warranty to Contractor for the scope of work as required in the contract documents. Special and Extended Warranties as defined in the project specifications shall be provided as required. Warranties shall commence upon date of Substantial Completion and shall be "extended" if required to be used during construction. 35. Manufacturer Inspections and Warranty Complete manufacturer's requirements to obtain appropriate warranties required by the contract documents. This shall include proper notification of installation to manufacturer and installation inspections. In the event that manufacturer completes inspections, Subcontractor shall submit the written report to the contractor, and architect detailing the steps to correct any deficiencies in the report. Whiting -Turner shall be notified in advanced of date and time of manufacturer inspections. 36. Manufacturer's Installation Requirements and Procedures Review manufacturer's recommended installation procedures to assure that contract documents comply with the manufacturer's requirements. If applicable, review equipment manufacturer's space clearances and clearances established by local authorities for maintenance and service. If a conflict should exist between the contract documents and manufacturer's requirements, notify Whiting -Turner in advanced of installation. 37. Contractor / Owner Contract or Agreement At the request of Subcontractor, Contractor will make Owner Contract available for review and / or reference. 38. Sales Tax Subcontractor has included all applicable taxes for work under this agreement. 39. Compliance with Codes and Regulations Subcontractor shall comply with all local, city, state, and federal codes and regulations. 40. Fire Stopping & Sealants Firestopping to be provided by sealants subcontractor unless clearly identified in the specific scope of work. Any penetrations added or moved after the sealants subcontractor has demobilized from site will be the responsibility of the subcontractor. 41. Commissioning a. Subcontractor to provide technicians, instrumentation, tools, and equipment to complete commissioning process requirements for all components, systems, assemblies and equipment as defined in the specifications. Subcontractor has also included manhours for TDSHS licensing support for both 80% and 100% inspections. b. Subcontractor shall provide all submittals for commissioning as defined in the subcontract documents. 42. Building Information Modeling (BIM) c. Subcontractor to provide and participate in Building Information Modeling (BIM) Coordination. d. BIM must have clash detection capabilities. 43. Closeout, As-Builts and Punchlist Procedures e. Subcontractor shall provide as -built drawings and specifications required by the contract documents. These must be maintained on site and completed in a timely fashion. f. Subcontractor agrees to provide operations and maintenance manuals, close-out documents, owner training videos, etc. following the completion of the project. g. Subcontractor shall list 3% of the contract sum on the schedule of values for close-out documents. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF II. SPECIFIC SCOPE OF WORK This work shall include all labor, supervision, material, tools, equipment, shop drawings, submittals, unloading, ladders, hoisting, transportation, taxes, permits, support functions, insurance, bonds, and any other items or services necessary for and reasonably incidental to the proper execution and completion of the work, whether temporary or permanent, in accordance with all drawings, specifications, addenda, general conditions, requirements, and other related documents as indicated herein. The scope of work shall include but not be limited to the following: (All work shall be furnished and installed unless specifically noted otherwise herein.) 1. Applicable specification sections: This work primarily includes but is not limited to the following specification sections as well as related work specified or shown elsewhere in the contract documents: • Division 01 — General Conditions/General Requirements • Division 02 - Existing Conditions • Division 31 — Earthwork • Division 32 — Exterior Improvements LANDSCAPE & IRRIGATION 1. This scope of work shall conform to the contract documents as noted in Exhibit G and shall include all tools, equipment, supervision, labor, insurance, applicable taxes and support functions as necessary to complete the Landscaping and Irrigation scope of work as described herein. 2. Subcontractor shall take necessary precautions to protect site conditions to remain. Should damage be incurred, subcontractor shall repair the damage to its original condition at the subcontractor's expense. 3. Subcontractor shall furnish and install all trees as required by the contract documents. Trees shall meet the caliper, height and canopy sizes and trunk requirements as outlined in the contract documents. 4. Subcontractor to verify construction phasing/scheduling with plant/material lead times and seasonal availability. Notify General Contractor immediately of any issues and proposed solution. 5. Subcontractor shall furnish and install all, fertilizer, filter fabric, mulch, soil, and sod as required by the contract documents. 6. Subcontractor shall furnish and install all edging as shown in the contract documents. 7. Subcontractor includes tree staking, as outlined in the contract documents. 8. Subcontractor shall furnish and install all shrubs and ground cover as required by the contract documents. Plant material shall meet size requirements and the planting density and spacing as outlined in the contract documents. 9. Subcontractor shall furnish and install all plant material, soil mix, and gravel. 10. Subcontractor includes all components of a fully functioning irrigation system as required to complete this scope of work. This scope of work shall include but not be limited to all permits, controls, wiring, sensors, piping, tubing, valves, boxes, connections, irrigation heads, etc. All trenching, backfilling and compaction required to complete this scope of work is included. Power to irrigation controller is by others. 11. Subcontractor will furnish and install backflow / double check device, as required by the contract documents. This scope to include any weather protection and insulation required to keep assembly from freezing. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 12. Subcontractor will maintain as -built documents as required by the City of Fort Worth and the contract documents. 13. Subcontractor includes drainage and final grading at the planting areas as shown on the contract documents. 14. Subcontractor includes all sleeving for irrigation and controls as required to complete this scope of work. Sleeving for site electrical and lighting is excluded. 15. Subcontractor to size and provide sleeve under building to courtyard. Install will be performed by plumber. 16. Under pavement sleeving to be coordinated with the concrete contractor prior to the start of work. Back charges for rework to cut in sleeves after pavement is installed, will be the responsibility of this subcontractor. 17. Critical submittals need to be reviewed and replied to within (30) days of date submitted to Whiting Turner. Subcontractor is responsible for notifying Whiting Turner of which submittals are considered critical. Approval of submittal is needed to order materials. If a response is not received by that time and there is a price increase, there will be a change order submitted to cover the incremental cost. 18. Subcontractor acknowledges that they have read and agree to in its entirety the terms and conditions of the "Developer Awarded Projects Agreement" (Exhibit L). Subcontractor acknowledges that this Subcontractor is "Contractor" regarding Exhibit L. ARTIFICIAL TURF 19. Subcontractor has included supply and installation required for the artificial turf on grade scope of work. This includes the artificial turf, geotextile fabric, drainage gravel, nailers, etc. 20. Subcontractor to install the artificial turf in accordance with the manufacturer's written instructions. HARDSCAPE & FURNISHINGS 21. Subcontractor has included supply and installation of hardscape and furnishings as required in the contract documents. This is to include, but is not limited to, tree grates, planters, seating blocks, and steel tables. SUBMITTALS SPEC. DESCRIPTION SECTION 32 33 43 Site Seating and Tables — Product Data/Schedule 32 84 00 Planting Irrigation — Product Data/Schedule 32 92 00 Turf and Grasses — Product Data/Schedule 32 93 00 Plants — Product Data/Schedule 32 94 00 Planting Accessories — Product Data/ Schedule III. BID COMPENSATION TABULATION Softscape and Irrigation Hardscape and Sitework Tax DUE TO WT 759,626.00 115,093.00 33,657.00 9/05/23 9/05/23 9/05/23 9/05/23 9/05/23 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF TOTAL $ 908,376.00 IV. ALTERNATES The costs quoted below are complete in every respect and include costs as necessary to make all changes to the project to implement each alternate. This s subcontractor agrees that the alternates do not contain anything that will alter this Subcontract and the applicable provisions of the contract documents shall be binding for alternate prices and the work involved whether or not it is specifically stated herein. Alternate prices shall include all labor, supervision, material, equipment, applicable taxes, insurance, and all other associated costs, required for completion of the work, as well as overhead and profit. 1. P&P Bond (1.47%) V. UNIT COSTS ADD $ 12,858.00 The following unit prices may be used for applicable changes and are complete in every respect, including all labor, supervision, material, taxes, equipment, etc., as well as overhead and profit, unless noted otherwise. WT, at its discretion, may order extra work to be performed on a "time and material" basis instead of on a unit price basis. T&M work will require verification (signed tickets, etc.) by Whiting Turner on a daily basis. None VI. HOURLY RATES Extra Work performed on a "Time & Material" basis will require verification (signed tickets, etc.) by the General Contractor on a Daily Basis. Daily tickets will contain each labor man-hour and any material / equipment used. If an item does not appear on the T&M ticket, it will not be considered for compensation. The following Labor and Equipment Rate Schedules will be used to verify T&M pricing. LABOR RATE SCHEDULE: TRADE: Landscape and Irrigation SHIFT: Regular Superintendent Foreman Journeyman Laborer Base Rate $ 150.00 /hr $ 75.00 /hr $ N/A /hr $ 45.00 /hr Taxes $ Incl. /hr $ Incl. /hr $ N/A /hr $ Incl. /hr Insurance $ Incl. /hr $ Incl. /hr $ N/A /hr $ Incl. /hr Benefits $ Incl. /hr $ Incl. /hr $ N/A /hr $ Incl. /hr Other $ Incl. /hr $ Incl. /hr $ N/A /hr $ Incl. /hr TOTAL $ 150.00 /hr $ 75.00 /hr $ N/A /hr $ 45.00 /hr DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Premium Time $ 22.50 /hr EQUIPMENT RATE SCHEDULE: Description Skid W/ Operator Mini Ex. W/ Operator Trencher W/ Operator Dingo W/ Operator $ 22.50 /hr $ N/A /hr $ 22.50 /hr Hourly Daily Weekly Monthly $125.00 N/A N/A N/A $125.00 N/A N/A N/A $125.00 N/A N/A N/A $100.00 N/A N/A N/A DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT C Dear Subcontractor and/or Seller: As a government contractor, The Whiting -Turner Contracting Company must comply with the provisions of Executive Order 11246, the Rehabilitation Act, or the Vietnam Era Veterans' Readjustment Assistance Act, and other existing laws related to Equal Employment Opportunity (EEO). Part of our commitment to EEO is to employ and advance in employment and shall not discriminate against individuals on the basis of their race, color, religion, sex, national origin, sexual orientation, gender identity, status as a qualified individual with a disability or protected veteran (meaning disabled veterans, recently separated veterans, active -duty wartime or campaign badge veterans, and Armed Forces service medal veterans.) You can support and share in our commitment when you assist us with project staffing needs. We encourage you to help identify qualified applicants for employment consideration. Whenever possible, please utilize qualified minorities, women, qualified individuals with disabilities, and protected veterans. Although, we specifically have requested that you company utilize minorities, women, qualified individuals with a disability and protected veterans, Whiting -Turner welcomes all qualified personnel regardless of any legally protected status. You are requested to take appropriate action to assist us in complying with our policy and to comply with your own affirmative action obligations. Sincerely, THE WHITING -TURNER CONTRACTING COMPANY David7?2cC/uuxlc, eouv." ?12v m, a-d WgMr qraxg David McGinnis Courtney Moore Albert Huang Equal Employment Opportunity Officer(s) SC22 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT D CONTRACTOR / SUBCONTRACTOR EH&S MANUAL All contractors and subcontractors on Whiting -Turner's projects bid and awarded after January 1, 2019 or earlier if provided in the Subcontract by Whiting- Turner, are expected to be in full compliance with all applicable requirements of the Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual"). This Manual incorporates current Whiting - Turner requirements along with new practices that have become available and generally accepted in the industry. To obtain a copy of the Manual please contact the Whiting -Turner Project Manager on your project. The information contained in this Manual is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Manual is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Manual and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Manual and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. For contractor/subcontractor convenience only, a synopsis of the Manual requirements is attached hereto. This synopsis is not intended to, nor shall it alleviate contractors'/subcontractors' obligations to comply with the requirements of the Manual as applicable to their work. (Revised 1/2/19) 4mi Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF The Whiting -Turner Contracting Company Contractor/Subcontractor EH&S Manual Synopsis DISCLAIMER: For Contractor/Subcontractor's convenience only, the following is a Synopsis of some of the more significant provisions of The Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual") requirements. This Synopsis is not intended to, nor shall it alleviate Contractor/Subcontractor's obligations to comply with all of the requirements of the Manual as applicable to Contractor/Subcontractor's scope of work, whether or not they are included in the Synopsis. The information in the Manual and this Synopsis are not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by Contractor/Subcontractor of appropriate manner and methods of operations and safety aspects of work under their control. The Manual and this Synopsis are also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall they, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. The Contractor/ Subcontractor EH&S Manual, this Synopsis, and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting - Turner Contracting Company expressly disclaims warranties for the information contained in the Manual and this Synopsis and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Pre -Construction Submittals Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. • The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. • The subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the subcontractor's employees are working 2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. SC17 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. Safetv Management 1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand- downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: • Minimum requirement proof of OSHA 30 hour submitted • Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting -Turner's EH&S Manager regarding the contractor's/subcontractor's site -specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. • Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. • One documented inspection shall be conducted each week. 4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. • The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. The subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. The subcontractor's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan. SC 18 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 10. Incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. 11. Only communication radios are permitted on Whiting -Turner projects. General Safe Work Practices and Guidelines The following are prohibited on Whiting -Turner Projects 1. The use of the following administrative controls as a means of fall protection • Controlled Access Zone as a means of fall protection • Controlled Decking Zone as a means of fall protection • Safety Monitor System as a means of fall protection 2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 3. Working from the midrail or top rail of any lift 4. The use of cell phones for signaling of cranes and equipment 5. The use of open hooks during lifting operations/picks. 6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 8. The use of open turnbuckles as part of the perimeter cable system 9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 10. Harassment of any kind, to any person 11. Smoking or use of vaporized equipment (except in designated areas) 12. Radios, media players, headphones, or other listening devices 13. Guns or weapons of any kind 14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 15. Riding on equipment that is not equipped with proper seating and seat belt 16. Open fires, fire barrels, or hot boxes 17. The use of metal ladders Carbon Monoxide Exposure Prevention 1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. Concrete and Masonry 1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. Confined Space Entry 4m, Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. Cranes and Derricks 1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 3. A crane checklist must be completed prior to each initial lift. 4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 5. Boom -tip anemometer or equivalent device is required. 6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. • The competent person shall determine the size, rope materials, and length of the tag line. • The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. Critical Lifts 1. The Whiting -Turner Contracting Company identifies a critical or special lift as • any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, • any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; • any lift that involves the lifting of personnel; • any lift where the contents of the lift are considered hazardous to health or environment, and an accidental release could result harm to either; • any lift where encroachments precautions are required for power lines. Demolition 1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 2. Generic safety data sheets for demolished material must be provided by the creating contractor. 3. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. Electrical Hazards Prevention 1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non - insulated wire. SC20 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 8. All temporary lighting circuits must originate from GFCI protected breakers. 9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements Energy Control 1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 3. If a system can be locked out through design or by other means, this will be the preferred method. 4. The lockout device shall be substantial enough to prevent removal. 5. The lock shall be a separately keyed lock for use only with the lockout system. 6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 9. A log shall be maintained on site that identifies the following: • Date of usage • Number of locks and tags used Contractors involved • Time of LOTO initiation • Time of LOTO removal • Designated competent persons • Location of LOTO Devices 10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. Excavations 1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 4. All excavations shall be protected by snow fence, at a minimum. 5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. Fall Protection and Prevention 1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. SC21 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 9. Perimeter cable shall not be less than 3/8" steel cable. 10. Corner uprights must be braced so that the required tension may be maintained. 11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 15. A fall restraint system must be employed when working from articulating boom lifts. 16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. Fire Prevention and Protection 1. A 20 lb. ABC dry chemical fire extinguisher or equivalent must be provided for each 3,000 square feet of protected building area. An extinguisher shall be placed at every stairwell on each level. 2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. SC22 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. Housekeeping 1. Clean -as -you -go practices are required. 2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 5. Any material stored in a work area longer than 24 hours must be approved by Whiting -Turner. 6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 7. All chemicals brought on site must be approved by Whiting -Turner. 8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. Mobile Elevated Work Platform 1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do so. Personal Protective Equipment 1. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 2. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 3. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 4. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 5. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 6. High visibility vests/gear are required by each person on site. 7. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. Scaffolds 1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. SC23 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. • Green tags are reserved for complete systems • Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system • Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. Signs, Signals and Barricades 1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible party's name, company, contact number, and potential hazard. 2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. Stairways and Ladders 1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting - Turner projects. 2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. Steel Erection 1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 3. Roof penetrations are to be made only when equipment is ready to be installed. 4. Safety latches on hooks shall not be disengaged or made inoperable. Welding and Cutting 1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 5. All shields shall be compatible with a hardhat. 6. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. SC24 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT E PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN (1/2/19) SC25 Rev. 112115 Document Generated from CMiC © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 4 PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN For #019747 HCA MHW Alliance Schoolfield, C. B. January 2023 11 V �i WHITING -TURNER QUALITY MANAGEMENT DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF T= MANAGEMENT Contents 1. Introduction..................................................................................................................................................3 2. Quality Management Plan Administration...................................................................................................3 a. Roles & Responsibilities of the Whiting -Turner Project Team................................................................ 3 b. Trade Responsibilities............................................................................................................................. 3 c. Tracking and Communication.................................................................................................................4 d. Continuous Improvement.......................................................................................................................6 3. Planning and Execution................................................................................................................................6 a. Planning: Pre -Preparatory Activities.......................................................................................................6 4. Third -Party Inspections.................................................................................................................................9 a. Authorities Having Jurisdiction(AHJ)....................................................................................................10 b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy..............................10 c. Factory Acceptance Testing..................................................................................................................10 d. Commissioning......................................................................................................................................11 5. Trade -Specific Quality Management Plans(TSQMPs)................................................................................11 6. Design Integration Management and Coordination...................................................................................12 a. Constructability Reviews.......................................................................................................................12 b. Integration and Collaboration with Collective Team during Design.....................................................12 7. Quality Management Integration with Other Project Processes...............................................................13 a. Bidding and Contracting........................................................................................................................13 b. Document Control.................................................................................................................................13 c. Virtual Design and Construction...........................................................................................................13 d. Procurement.........................................................................................................................................13 e. Project Scheduling.................................................................................................................................13 f. As -Built Documentation Process...........................................................................................................14 g. Operation and Maintenance (O&M) Manual Compilation...................................................................14 h. Close-out...............................................................................................................................................14 8. Project -Specific Special Processes..............................................................................................................14 9. Establishing and Maintaining a Proactive Project Quality Culture.............................................................14 10. Appendix Documents.................................................................................................................................15 a. Definable Features of Work (DFoW) Log (Sample Template)...............................................................15 b. Testing and Inspection Log (Sample Template)....................................................................................15 c. Trade -Specific Quality Management Plans (TSQMPs)..........................................................................15 d. Quality Consultants and Third -Party Inspectors...................................................................................15 Page 1 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF T= MANAGEMENT e. Pre -Installation Meeting Agenda (Sample Template) i•Is] 111*5 o In the event that this project -specific Quality Management Plan (QMP) conflicts with executed contracts, the contracts take precedence. o References to "inspection(s)" herein refer to observations and inspections as defined in and consistent with executed contracts and Contract Document requirements and is limited in liability consistent with the same. 15 o All changes or modifications to the Contract Documents must be formally documented to constitute contractual acceptance by all parties. o The Whiting -Turner Project Team must appropriately document, distribute, and retain records of quality management -related efforts including, but not limited to, meeting minutes, review notes, and observation and inspection reports. o Where "subcontractor" or "trade" are used in this document, these terms may refer to a subcontractor, trade partner, or trade contractor and are used interchangeably. o Where the general term "Project Team" is referenced in this document, this represents the collective project team including the Owner, designers, Whiting -Turner, subcontractors, etc. Page 2 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF 7777 MANAGEMENT 1. Introduction The purpose of this project -specific QMP is to support our Project Team's ability to build with quality as a foundation, striving to build right the first time every time. Our quality management efforts, which include both quality assurance and quality control, will begin by explicitly identifying and understanding what our Owner values and prioritizes relative to the delivery of this project. All work must be in conformance with the Contract Documents, which must reflect what we have agreed to provide. 2. Quality Management Plan Administration a. Roles & Responsibilities of the Whiting -Turner Project Team The Whiting -Turner Project Team must take responsibility and ownership of the development, delivery and documentation of the project -specific QMP. Quality roles and responsibilities must be clearly and appropriately established based on knowledge and experience, promoting a sense of ownership for each definable feature of work (DFoW). Roles include the following at a minimum: Project Quality Manager (or Coordinator) Krystal Atcheson-Todd Works with the Project Team to set up and maintain the project -specific QMP and related processes, including documentation. Sets and facilitates Pre -Installation Meetings (Preparatory Phase). Reports quality progress and metrics to the Project Team. In addition to the Lead Project Manager, Lead Superintendent and the Whiting -Turner Project Team, the Project Quality Manager (or Coordinator) has the authority to stop work at any time, if necessary, to confirm quality standards are met. Lead Project Manager Dusty Roberts Participates in the development and execution of the project -specific QMP. Ensures participation of trades in the development and execution of the project -specific QMP. Develops subcontracts to include and enforce quality standards. Coordinates Owner and AHJ participation in Pre -Installation Meetings. Lead Superintendent Krystal Atcheson-Todd Participates in the development and execution of the project -specific QMP. Leads and conducts Initial and Follow-up Phase inspections. Enforces continuous compliance with project quality standards by subcontractors. Whiting -Turner Project Team Participates in all phases of the execution of the project -specific QMP. Supports the Quality Manager and Lead Superintendent in enforcing quality standards and executing quality -related roles and responsibilities as defined. Regionally Dedicated Quality Manager Kenneth Cannatelli Supports the Whiting -Turner Project Team while connecting them to the appropriate corporate resources. b. Trade Responsibilities Each trade is responsible for assuring that its work is in compliance with the Contract Documents. Each trade is required to participate in the execution of this project -specific QMP and documentation Page 3 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF MANAGEMENT of the same. Trade -Specific Quality Management Plans (TSQMPs) that have been submitted by the trade and reviewed by the Whiting -Turner Project Team will be kept on file by Whiting -Turner and furnished upon request to the Owner and design team. Completeness and adequacy of these TSQMPs is the responsibility of the trade, inclusive of any additions or adjustments to the TSQMPs as project conditions and contract documents change. Trade -specific documentation will be reviewed at the discretion of the Whiting -Turner Project Team. Corrections of any deficiencies in documentation are to be made promptly by the trade. All trades must be represented by the appropriate personnel and are required to participate in project meetings from pre -installation through close-out. Each trade is responsible for determining the appropriate means and methods for performing its work as well as compliant installation tolerances subject to review by Whiting -Turner. All trades must communicate with one another in an effort to eliminate conflicts, especially where multiple scopes of work interface. c. Tracking and Communication i. Tracking Tools and Processes Documentation of tests and inspections Submittals Constructability reviews Quality incident tracking log SharePoint I SharePoint & PlanGrid SharePoint SharePoint & PlanGrid Quality metric reporting PlanGrid Punchlist PlanGrid Quality inspection report templates and completed reports will be stored SharePoint Whiting -Turner staff will post inspection reports and related documentation from Owner, trades, and vendors to SharePoint upon receipt of those documents. Page 4 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF 7777 MANAGEMENT ii. Owner Communication The Project Team has established the following protocol to encourage effective and ongoing communication of inspections, deficiencies and corrections with the Owner. Communication and reporting of the quality management process to HCA will meet or exceed the requirements of the Contract Documents and Owner contract. These requirements will be reviewed at the onset of the project, and a mutually agreeable communication plan will be developed among the collective project team members including, but not limited to, the Whiting -Turner Project Team, Owner and the design team. This team has decided on the following communication guidelines related to quality: iii. Method of communication: Electronic communication except for punchlist sign offs, which will be via hard copy signatures. iv. Frequency of communication: Quality will be addressed in all Owner progress meetings and otherwise "on demand". V. Communication related to quality: a. Monthly report on eBuilder b. Weekly field updates c. Non -conforming inspections with resolution tracking available upon request d. All inspections will be available upon request e. Upcoming Inspection Milestones included in look -ahead schedule f. Constraints controlled by this team (Owner, design team and Whiting - Turner) will be communicated and addressed as necessary for resolution vi. Project -Wide Communication The Project Team has established the following communication plan regarding quality management and deficiency tracking with the subcontractors during Subcontract negotiation (buy-out), which will also be reviewed during project onboarding. The communication plan must follow a regular pattern to set expectations and avoid lapse. Items to consider in development of this plan include: • Method of communication: Electronic communication via email and PlanGrid tasks • Frequency of communication: o Distribution and review of quality tracking log at weekly subcontractor meetings o Review of non -conforming items, plan for resolution, and constraints in daily huddles. • Expected response from subcontractor regarding non -conforming items: o Immediate recognition of deficiency o Corrective work plan o Response times and allowable durations for remediation specific to quality issue o Documentation of completion o Reinspection (by Whiting -Turner or party that identified non-conformance) Page 5 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF 7777 MANAGEMENT Consequence of failed correction within allowed duration for remediation 1. Whiting Turner will assign corrective work to another subcontractor within 48 hours of failure and will back -charge at - fault subcontractor Celebrate successes: o Recognize notable quality management efforts at daily huddles or weekly meetings. (Notable efforts could include proactive recognition of issues in the field.) d. Continuous Improvement Continuous improvement is a priority on this project. Processes, protocol and expectations have been established to help all on this project continuously improve successful delivery. The Project Team will engage in root cause analysis for identified issues. At all Pre -Installation Meetings as well as weekly or bi-weekly quality tracking meetings, the Project Team will track, and document lessons learned. 3. Planning and Execution a. Planning: Pre -Preparatory Activities The following pre -preparatory activities should be completed prior to advancing into the 3 Phases of Quality: i. Complete a quality planning meeting prior to construction start The Whiting -Turner Project Team must coordinate with their regionally dedicated Quality Manager to schedule and perform a quality planning meeting at the time of project kick-off. This meeting with the Whiting -Turner Project Team will include review of the project -specific QMP template and discussion of the processes and protocols that will be used throughout the project, including definition of metrics, which will be used to measure the quality health of the project. ii. Perform constructability reviews With each issuance of design documentation, the Project Team will perform a constructability review and communicate concerns related to constructability, coordination, performance, operation and value. Issues raised will be reviewed with the Owner and design team, vetted and properly documented as necessary. Constructability reviews will be performed upon every issuance of documents, including change directives. iii. Identify DFoWs, highlighting those that are critical A DFoW is defined as any task that is separate and distinct from other work, has separate control requirements, or is identified by different trades or disciplines and is usually unique in nature. At the project onset, the Whiting -Turner Project Team will identify and log each of the DFoWs for the project along with their related requirements (e.g., mock-ups, first work inspections, follow- up inspections, etc.). Critical DFoWs, both defined as critical by corporate policy (reference Section 4.b.) and additional items as determined by the Project Team, are highlighted in the DFoW log to encourage special consideration and focus. The DFoW log will be used as a tracking tool throughout the project to monitor progress. See Appendix A for Definable Features of Work Log. Page 6of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF 7777 MANAGEMENT iv. Align with leadership, maintaining a common understanding of quality planning, execution and health Develop an understanding with project leadership, including Whiting -Turner and the Owner, on how success related to quality will be tracked and measured for this project. v. Participate in regular visits/check-ins with regionally dedicated Quality Manager The Whiting -Turner Project Team will meet regularly with their regionally dedicated Quality Manager to review the project -specific QMP, project progress and quality health indicators. vi. Submittal review and approval Submittals will be reviewed by trades prior to submission to the Whiting -Turner Project Team, which will subsequently review them prior to transmission to the design team. Additionally, submittals and means and methods for each DFoW will be coordinated with other DFoWs as appropriate. Approved submittals will be shared with affected or potentially affected trades for coordination. Submittals should be reviewed and approved prior to Phase 1 of each DFoW. To properly manage the submittal process, the Project Team will develop a manageable submittal register prior to beginning the review process. The submittal register will be derived from the Contract Documents and reviewed with the Owner and design team to determine if there are extraneous items that can be excluded. The Submittal Register will include target dates for submission from the subcontractor, review by Whiting -Turner, submission to the design team and Owner, return of the reviewed submittal, fabrication and procurement durations, and shipment and delivery dates. The Submittal Register will be reviewed at both the weekly subcontractor meetings and the Owner progress meetings. Once the subcontractor has compiled and reviewed a submittal for conformance to the Contract Documents, they will submit it to Whiting -Turner. Whiting -Turner will perform their own review of the Submittal for conformance with the Contract Documents, including issued and accepted change documentation. Following review, Whiting -Turner will issue to the designated design team and Owner representatives for review and approval. The review path will include concurrent distribution from Whiting -Turner to all reviewers, but the return path must include compilation of all notes and comments by one party, typically the Architect. Upon return of an approved submittal, Whiting -Turner will distribute to the submitting subcontractor as well as all other subcontractors whose scope of work will be affected by or coordinated with this work. Return of the approved submittal indicates direction to release the work to the subcontractor. Changes to the scope of work indicated in the Contract Documents should not be made by the design team or Owner through the submittal process. If changes are identified, it will be the subcontractor's responsibility to indicate this to Whiting -Turner by submitting an RFI. If the change is confirmed through the RFI process, a formal revision to the Contract Documents will be issued by the design team. The subcontractor must allow adequate time for review and approval of each submittal to maintain the project schedule. Additionally, if a submittal is rejected and requires re -submission because it does not conform to the Contract Documents, the subcontractor is responsible for any associated schedule impact. Page 7of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF 7777 MANAGEMENT Execution: 3 Phases of Quality The 3 Phases of Quality refer to the breakdown of activities by definable feature of work (DFoW) into a Preparatory Phase, Initial Phase and Follow-up Phase. Repeat these phases for each DFoW. vii. Phase 1 Preparatory I Set Standards and Expectations The Preparatory Phase includes all efforts to make the jobsite, materials and installing contractor ready for installation to begin. All project stakeholders (including the Owner, designers, Whiting - Turner, trades, vendors, manufacturers and inspectors) are expected to actively participate in the Preparatory Phase of this project -specific QMP. Steps in this phase include: 1. Pre -Installation Meetings The Project Team is committed to developing a common understanding of the project's requirements prior to the start of work. Therefore, a Pre -Installation Meeting will be held for every DFoW. These meetings will include, at a minimum: a. Participation by all stakeholders for the referenced DFoW. This includes, but is not limited to, Whiting -Turner, the installing contractor (including field supervision responsible for the work), designers as applicable, inspectors, Owner representatives and Authorities Having Jurisdiction (AHJs). Participation by Owner representatives and AHJs is strongly encouraged, but at their discretion unless contractually required otherwise. b. Review of specification sections relevant to the DFoW, including quality requirements and related standards. c. Review of Initial Phase requirements and development of a plan to ensure the requirements are met. This may include mock-ups and/or inspections of first work in place with documented reviews. d. Review of the status of related submittals and RFIs as well as identification of new RFIs or clarifications required prior to commencement of work. e. Review of any existing construction and/or prior work by other trades that the DFoW will be building upon. The installing contractor will have reviewed the prior work of others in advance of the meeting, and any concerns not yet addressed will be discussed. f. Discussion of the means and methods of performing the work, including an Activity Hazard Analysis (AHA). At the time of the meeting, the AHA is to include the anticipated hazards associated with the DFoW under review. However, the AHA is to be updated and refined at the time the work begins to ensure its completeness and accuracy in accordance with the project safety requirements. The intent of this portion of the meeting is to inform stakeholders of these details, not establish or approve them. g. Distribution of meeting minutes to all meeting participants and stakeholders. These minutes will become part of the project record and will be used as a reference during the Initial and Follow-up Phases. See Appendix E for a sample agenda for a Pre -Installation Meeting. Page 8 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF 7777 MANAGEMENT 2. Set Standards and Expectations Diligently review and verify that the Contract Documents reflect the collective team's common understanding of project expectations. Confirm that these expectations reflect what we have agreed to provide in accordance with the Contract. viii. Phase 2 Initial I Verify Terms of Acceptance The Initial Phase serves as the Project Team's first opportunity to evaluate the work of the installing contractor, confirm the common understanding of requirements and expectations set in the Preparatory Phase, and establish workmanship standards. Mock-ups required by the Contract Documents or otherwise agreed to be necessary during the pre -preparatory and preparatory activities will be reviewed during this phase. Otherwise, and in addition to mock-ups, the first representative portion of installed work will be reviewed (i.e., 'first work inspection"). Pre - Installation Meeting minutes will be revisited to confirm the stakeholders' understanding of the requirements and any additional clarifying expectations of the DFoW. Initial Phase inspections will be documented according to the process described in Section 2.c. ix. Phase 3 Follow-up I Validate Installation Continued inspections in the Follow-up Phase — both scheduled and ongoing unscheduled — serve to confirm continued compliance with the Contract Documents and adherence to the standards established in the Preparatory and Initial Phases. Inspection methods and frequencies are defined in the Testing and Inspection Log in Appendix B. All inspections, whether conforming or non- conforming, will be logged according to the process defined in Section 2.c. The Project Team and subcontractors will remain committed to timely remediation and close-out of non -conformances, also ensuring photographic documentation of remediated non -conformances associated with any photographed non -conformances. All non -conformances must be tracked and closed with the appropriate sign -offs of the parties that originally identified and logged the non-conformance. The Project Team will use project -specific checklists for appropriate DFoWs to review installed work. The Project Team will use a continuous punch approach (see Section 7.h). 4. Third -Party Inspections As required by the Contract Documents, the Project Team will engage special inspectors and laboratories as participants in the project -specific QMP, all of which are required to meet and maintain the qualifications specified by the Contract Documents. Each must submit testing documentation and reports in accordance with the defined processes and expectations in a timely manner consistent with the project schedule. A list of required tests and inspections is included in Appendix B. See Appendix D for qualifications and credentials of each special inspector and laboratory as required. Whiting -Turner is to be given copies of all third -party inspectors' reports. All third -party inspectors must be involved in mock-ups and first work inspections. All third -party inspections and associated reports will be incorporated into the project -specific QMP documentation and tracking protocol. Page 9 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92MEDF T= MANAGEMENT a. Authorities Having Jurisdiction (AHJ) Each trade is responsible for ensuring their work is compliant with the Contract Documents and all applicable laws, codes, rules and regulations, as well as planning and managing each inspection. General AHJ inspections such as those for Certificate of Occupancy will be coordinated and hosted by Whiting -Turner. Trades with scope under review during general inspections are required to attend the inspections. b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy Whiting -Turner corporate policy mandates that the following items be carefully inspected by competent, experienced, independent inspectors. The Owner may provide these services directly or the third -party inspectors may be hired through Whiting -Turner provided that the inspections are happening correctly and as often as needed, performed by competent experts in that field and provide an unbiased, objective account of the project conditions. Structural earthwork 16 Pilings, caissons and similar deep foundation systems Structural concrete Structural masonry Structural steel Building envelope system* Any other DFoW involved in the structural X X iiiiiiiiiiiiiiiiiiiiiillillililliliv X X X X X integrity of the work *Building envelope system: The Whiting -Turner Project Team will engage a building envelope consultant to review the design, submittals, mock-ups and first work installations. The consultant will also identify potential areas of concern, propose appropriate, potential modifications to the design team and confirm that materials and installation methods are in accordance with the Contract Documents (still maintaining the latter as a primary responsibility of the subcontractor). See the Building Envelope TSQMP accompanied by credentials in the Appendix. c. Factory Acceptance Testing The purpose of factory acceptance tests (FATS) is to assure that equipment is acceptable for use on the project prior to shipment according to manufacturers' and designers' standards. Below is a summary of items that have been selected for factory acceptance testing. This list is intended to include all contractually required FATS. Each trade is responsible for submitting its FAT plan for each applicable DFoW to Whiting -Turner prior to performing testing. The vendor is responsible for conducting and documenting the FAT as well as hosting project representatives during testing. • Pumps • Air handling units • Electrical switchgear Page 10 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79MC92MEDF 7777 MANAGEMENT • Generator • Water Heaters • Window Glazing Units d. Commissioning The Project Team will establish a plan for commissioning electrical, mechanical and other systems in accordance with the Contract Documents. Delivery inspections, pre -start-up inspections (i.e., pre - functional), vendor start-up and post -start-up inspections are described in the TSQMPs. Functional testing and enhanced commissioning are described in the project -specific commissioning plan under separate cover. S. Trade -Specific Quality Management Plans (TSQMPs) Subcontractors must document their TSQMPs prior to mobilizing on site. The TSQMPs will be reviewed by the Whiting -Turner Project Team. Subcontractors are responsible for sub -tier subcontractors and vendors following all project quality requirements. TSQMPs should address the following: a. GENERAL: i. The TSQMP is project -specific and comprehensive. ii. Include acknowledgement and commitment to actively participate in execution of the project - specific QIVIP. iii. Describe process to be used for document control and maintenance of as -built documentation. b. ROLES & RESPONSIBILITIES: i. Designate trade's on -site quality management representative(s). ii. Clearly identify which trade personnel have authority to stop work when a quality issue is identified. c. PLANNING FOR QUALITY: i. Describe how this trade plans to install all work right the first time. What is the trade's quality plan or process? ii. Identify and address specific risk issues for trade's scope. iii. Identify who will attend the trade's Pre -Installation Meeting(s). iv. Identify manufacturers or vendors that must be available for Pre -Installation Meeting(s). d. ACCOUNTABILITY AND INSPECTION TRACKING: i. Identify how each trade will track, communicate and resolve its quality issues including non - conformances. ii. Provide checklists for work to be performed. iii. Define roles and responsibilities related to third -party inspection coordination. iv. Establish a process to gather all required quality documents and certifications. Page 11 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79MC92MEDF 7777 MANAGEMENT 6. Design Integration Management and Coordination Coordination between our Whiting -Turner Project Team and the design team will be an interactive, collaborative process focusing on open lines of communication and proactive efforts between all parties, committing to a value-added approach to resolve issues in a manner that best suits the goals of the Owner and the Project, rather than individual interests. All parties are encouraged to contact other members of this group directly and follow up with documentation of the issue/resolution copied to all team members. This will streamline communication, eliminate wasteful efforts, and result in stronger relationships. a. Constructability Reviews I. Readiness for field use At each level of design documentation, the Whiting -Turner Project Team will complete or update a Constructability Review using the provided Whiting -Turner template. During this process, all design issues noted will be compiled into a report for review with the design team. Depending on the magnitude of this list, we will request a meeting to review the items with the design team or process by email if the list is minimal. Following review and resolution, the design team will issue a Change Bulletin to capture any modifications to the issued Contract Documents or the Project Team will document changes via the RFI process. ii. Coordination between disciplines Coordination of the structure and MEP trades, including footings/foundations, structural steel, miscellaneous metals, underground utilities, in -wall rough -in, and above -ceiling rough -in will be coordinated in our BIM model. The base model will be provided by the design team for incorporation of the subcontractor's scopes of work. Coordination calls will be held every 2 weeks and resultant issues with proposed solutions will be submitted to the design team as an RFI for acceptance or subsequent contractual documentation. Please see the BIM/VDC Execution Plan for additional details regarding this process. b. Integration and Collaboration with Collective Team during Design i. Planning check -in frequency Formal in -person Owner Architect Contractor (OAC) Meetings will be held on site every 4 weeks. A brief check -in call will be held with the OAC team on the off weeks. Additionally, Whiting -Turner and the design team will have a weekly call to discuss outstanding coordination and other follow up items. ii. Defined decision process regarding design If modification to the Contract Documents is required as the result of an RFI, submittal comment, or other design discussion, the design team will issue a Change Bulletin to formally document the change. It is the design team's responsibility to review the change with the Owner prior to issuing to Whiting - Turner. Direction accompanying the issued Change Bulletin must include Owner acceptance of the design modification and direction to proceed (or price and proceed, etc.). Page 12 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79MC92MEDF ,!;r I a. Bidding and Contracting Bid packages and contracts will establish standards and expectations related to quality, including the requirement for a TSQMP. When pre -bid conferences are held, quality -related standards and expectations will be emphasized. b. Document Control The Project Team understands the importance of maintaining an accurate, current set of documents to establish a single source of truth. Since building a quality project requires conformances with the Contract Documents, this team will define its method of maintaining this accurate set. The Project Team will maintain a current set document log and post all changes to the Contract Documents (e.g., RFIs, sketches, etc.). An accurate set of drawings will be kept in PlanGrid along with all RFI's, sketches, etc. A physical, hard copy of city stamped drawings will be held onsite for city inspector use only. c. Virtual Design and Construction PLEASE REFER TO SUBCONTRACTS FOR BIM NEEDS ON THE PROJECT. d. Procurement As key inspections are conducted during the procurement and delivery process, the project schedule will be used by the Project Team to plan the following: i. Factory Acceptance Tests — see section 4.c. for more detail. FATS will be planned with distinct activities in the project schedule. ii. Delivery Inspections — with the delivery of material and equipment to the project site, inspections for material compliance will be conducted and documented. Delivery activities or milestones will be established in the schedule for key items requiring special focus for inspection. e. Project Scheduling All stakeholders must be aware of the project schedule and be prepared to support all quality - related activities and milestones. i. Scheduling of Pre -Installation Meetings— Pre -Installation Meetings will be included in short- term look -ahead schedules. The Project Team may identify DFoWs for which they will include Pre -Installation meetings in the long-term forecasting (CPM) as a network of related activities. ii. Scheduling of Mock-ups and First Work Inspections — Initial Phase inspections include mock-ups and first work inspections. Contractually required mock-ups will be included as activities in the long-term forecasting (CPM). First work inspections will be included, at a minimum, in the short- term look -ahead schedules. For each DFoW, the mock-up inspections and associated documentation will be predecessors to the installation of the respective features of work. Page 13 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79MC92MEDF 7777 MANAGEMENT iii. Scheduling of Testing and Inspections — Follow-up Phase inspections will not all have corresponding distinct activities in the schedule due to the expected quantity. Rather, inspections are summarized in the Testing and Inspection Log with distinct, key tests and inspections pulled into the long-term forecast (CPM), particularly those with critical handoffs. f. As -Built Documentation Process As -built documentation will be submitted monthly with billings. g. Operation and Maintenance (O&M) Manual Compilation 0&M manual compilation will be managed as a DFoW. It will have its own Preparatory Phase (including a meeting), Initial Phase (including confirmation of conformance with the agreed -upon format and completeness of initial sections) and Follow-up Phase (including a final review for completeness before submission). h. Close-out i. Continuous Punch The Project Team will use a continuous punch, "close -as -you -go" approach for the duration of the project to strive for zero punchlist items, which will also help to verify that all work is complete to streamline close-out and turnover. ii. Completion List As project elements near completion, completion lists will be created and managed to ensure all scope is complete prior to final punch -out. Completion lists are not considered punch lists; they are lists of remaining tasks to be performed. iii. Pre -Punch The Project Team will perform a pre -punch process on project elements as they near completion. This means identifying and correcting deficient items early to avoid a bottleneck at the end of the project. This precedes the formal Final Punch -out with the owner and design team. iv. Final Punch -out The project punch -out process will be managed as a DFoW. Stakeholders will participate in a Preparatory Phase meeting to establish the document management process and define participants in future punchlist compilation walks. Additionally, at this meeting, the Project Team will establish the approval and sign -off process for non-conformance corrections. It is important to differentiate between unacceptable work, requests for additional scope, and work in progress. 8. Project -Specific Special Processes NOT APPLICABLE 9. Establishing and Maintaining a Proactive Project Quality Culture This project will include a culture of quality focus. This culture will be reinforced through project management meetings and a recognition and incentive program. Awards and incentives will be Page 14 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. L gn Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 7777 MANAGEMENT established at the discretion of the Project Team to drive and reinforce the desired behaviors, roles and responsibilities relative to a proactive culture of quality. 10. Appendix Documents a. Definable Features of Work (DFoW) Log (Sample Template) The attached DFoW log identifies project -specific DFoWs and their associated activities. This log will be updated periodically and distributed as necessary. b. Testing and Inspection Log (Sample Template) The attached Testing and Inspection log identifies project -specific tests and inspections and their requirements. This log will be updated periodically and distributed as necessary. c. Trade -Specific Quality Management Plans (TSQMPs) TSQMPs received from Subcontractors will be reviewed and filed by Whiting -Turner. d. Quality Consultants and Third -Party Inspectors Qualifications and scopes received from project -specific consultants and inspectors will be reviewed and filed by Whiting -Turner. e. Pre -Installation Meeting Agenda (Sample Template) The attached Pre -Installation Meeting Agenda template is provided for your use in preparing for scheduled meetings. Preparation in advance of these meetings is critical. Meetings may be cancelled and rescheduled if attendance is lacking or if attendees are unprepared. DISCLAIMER: Effective January 2019, all contractors and subcontractors on Whiting -Turner's projects are expected to be in full compliance with all applicable requirements of Whiting -Turner's project -specific Quality Management Plan (QMP). The information contained in this QMP is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and aspects of work under their control. This QMP is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific quality management plan and is not intended to, nor shall it, supersede any federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site - specific quality management plans must meet or exceed the requirements of the Whiting -Turner project -specific Quality Management Plan, the contract documents (including any applicable Owner Quality Management Plans referenced therein), and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. This QMP and all information contained herein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this QMP and makes no representations to such third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Page 15 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. i DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW 03 11 00 - Concrete Forming 03 11 18 - Void Box System 03 20 00 - Concrete Reinforcing 03 30 00 - Cast In Place Concrete At III Special Foundisi A1020-01 - Piers Y Alpha Geotechnical Report A1010,01 - Grade 31 63 29 - Drilled Concrete Piers and Shafts Beams, A1030-01 - 03 20 Concrete Reinforcing SOG 03 30 00 - Cast In Place Concrete Al 030 Slab on Grade A1030-01 - SOO Y Alpha Geotechnical Report A1010-01 - Grade 03 15 26 - Under -Slab Sheet Vapor Retarders Beams, A1020-01 - 03 20 00 - Concrete Reinforcing Piers 03 30 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing B1010 Floor Construction B1010 - 01 - CMU Y 03 20 00 - Concrete Reinforcing 61010 - 02 - Structural 7512 00 - Structural Steel A1030-01 - SOG F.I.I. Floor Construction Steel Y 055010-Metal Fabrications Blot 0 - 03 - Spray 071100- Applied Fireproofing B1010 - 02 - Structural B1010FIoor Constructkm Fireproofing Y Steel B1020 Roof Construction B1020 - 01 -Wood Y 06 10 00 - Rough Carpentry A1030-01 - SOG 112010 Exterior W ells B2010-02 - Y 07 27 26 - Fluid Applied Membrane P r Items-Y2010-01 - Sheathing Waterproofing 07 62 00 - Sheetmetal Flashing & Trim 07 91 00 - Preformed Joint Seals 07 92 00 - Joint Sealants B2010 Exterior Walls B2010-03-Spray Y 07 21 19 - Foamed -in -Place Insulation Insulation �131020-01-Wood Construction B2010 Exterior W ells B2010-04 - Face Brick N N/A as of 1/16123 B2010i - Sheathing, B2010A2- Watemroofng B2010 Exterior W ails B2010-05 - Fiber Camai 07 46 46 - Fiber Cement Siding B2010-01 - Sheathing, Siding 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemroif g B2010 Exerior W ells B2010-06 - Formed N 07 42 13 - Formed Metal Wall Panels B2010-01 - Sheathing, Metal Wall Panels 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemmofno B2020 Exterior Windows B2020-01 - Exterior Y 07 62 00 - Sheetmetal Flashing & Trim B1020-01-Wood Glaang 07 92 00 - Joint Sealants Construction, B2010-02 084113-Aluminum-Framed Entrances and -Waterproofing Storefronts 08 44 13 - Glazed Aluminum Curtain Walls 08 56 63 - Security Windows with Intergral Blinds 08 80 00 - Glazing 08 7100 - Door Hardware B2030 Exterior Doors B2030-01 - Exterior N 08 11 13 - Holbw Metal Doors and Frames B2010-01 - Sheathing, Doors 08 71 00 - Door Hardware B2010-02 - Waterproofing B3010 Roof Coverings B3010-01 - TPO Roofing Y 07 54 00 -Thermoplastic Polyolefin (TPO) Roofing B1020 - 01 - Wood 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 71 29 - Manufacturered Roof Expansion Joints 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3010 Roof Coverings B3010-02 - Standing Y 07 4100 - Standing Seam Metal Roof Panels B1020-01 -Wood Seam Metal Roofing 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3020 Roof Openings B3010-03 - Skylights Y 08 62 00 - Unit Skylights B1020-01 -Wood C1010 Partitions IC1010-01-Gypsum I I092116- Gypsum Board Assemblies B1020-01-Wood Partitons Const"'t— 0 Copyright 2019 The Whiling -Turner Contracting Company. All rights reserved. Last Updated: 01/18/23 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Storefronts Partitions 08 80 00 - Glazing 08 59 19 - Medical Pass Windows C1010 Partitions C1010-03-Firestopping IY 07 84 13 - Penetration Firestopping C1010-01 - Gypsum 07 84 43 - Joint Firest... in. Partitions V 08 11 13 - Hollow Metal Doors and Frames C1010-01 - Gypsum 081419-Plastic-Laminate-Flush Wood Doors Partitions 08 34 56 - Ligature -Resistant Sliding -Door -System 08 7100 - Door Hardware C1020 Interior Doors C7020-01 - DFW C7020-02 - Overhead V 08 33 23 - Overhead Coiling Doors C1010-01 - Gypsum C1020 Interior Doors Coilinq Door Partitions C1020-03 - ModernFold I V N/A as of V16123 C1010-01 -Gypsum C1020 Interior Doors Door Partitions C1030 Filings C1030-01 - Mi h V 114 16 - Plastic-Laminale Clad Architectural C1010-01 - Gypsum Cabicets Partitions 12 36 63 - Solid Surfacing Fabrications 12 64 26 - Upholstered Seal C1030 Filings C1030-02 - Lockers I V 10 51 23 - Plastic Laminate Clad Lockers C1010-01 - Gypsum 0526 -Plastic Lockers Partitions C1030 Filings 71030-03 - Specialties Y 08 83 00 - Mirrors C1010-01 - Gypsum 10 11 00 - Visual Display Units Partitions 02 00 -Toilet Accessories 10 41 16 - Emergency Key Cabinet 10 44 00 - Fire Protection Specialties C1030 Fillings C1030-04 - Signage IY 10 14 00 -Room Identfication Signage 10 14 19 - Dimensional Letter Signal 10 14 73 - Painted Signage C1030 Filings C1030-05 - Window Y 12 24 13 - Roller Window Shades C1010-01 - Gypsum Shades Partitions C1030 Fillings C1030-06-Gym IV 1166 00 - Gymnasium Equipment Last Updated: 01/18/23 C3010 Wall Finishes C3010-01 - Painting 09 91 23 - Interior Painting C1010-01 - Gypsum IY 099653 - Elas6merio Coatings Partitions 09 96 59 - High -Performance Coatings C3010 Wall Finishes C3010-02 - Wall V 097200-Wall Coverings C1010-01-Gypsum Coverings Partitions, C3010-03 - Wall Protection C3010 Wall Finishes C3010-03 - Wall Y 09 7121 - Solid Surface Wall Panels C10111-01 - Gypsum Protection 066400 - Plastic Paneling Partitions, C3010-02 - 10 26 00 - Wall Protection Wall Coverings C3010 Wall Finishes C3010-04 - Wood IV 061000-Rough Carpentry C1010-01 - Gypsum Paneling 06 10 53 - Misc Rough Carpentry Partitions C3020 Floor Finishes C3020-01 - Resilient Y 03 54 16 - Hydraulic Cement Underlayment A1030-01 - BOG Flooring 09 05 61 - Moisture Vapor Emission & Alkalinity Control 09 65 13 - Resilient Base & Accessories 09 65 16 - Resilient Sheet Flooring 09 65 19 - Reslllent Tile Flooring 0165 66 - Resilient Athetic F'O'l C3020 Floor Finishes C3020-02 - Tiling Y 4 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG 09 05 61 - Moisture Vapor Emission & Alkalinity Control 113111 - Tiling C3020 Floor Finishes C3020-03 - Resinous V 5 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG Flooding 09 05 61 - Moisture Vapor Emission & Alkalinity Con rot 09 67 23 - Resinous Flooring C3020 Floor Finishes C3020-03 -Entrance IY 12 48 13 - Entrance Floor Mats and Frames A1030-01 - SOG Floor Floor Mats C3030-01 - Ceiling V 09 21 16 - Gypsum Board Assemblies C3030 CallingFinishes Finishes 09 51 13 - Acoustical Panel Ceilings 20 Plumbing r D2010 Plumbing Fbdures D2010-01 - Plumbing V 22 40 00 - Plumbing Fbdures Fbdures 22 05 18 - Escutcheons for Plumbinm Piping 22 05 13 - Common Motor Requirements for Plumbing Equipment 22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping 22 05 23 -Ball Valves for Plumbing Piping 22 05 29 - Hangers and Supports for Plumbing Piping & Equip 22 05 53 - Identification for Plumbing Piping & Equip 22 07 19 - Plumbing Pipe Insulation D2020-01 - Domestic 22 11 16 - Domestic Water Piping D2020 Domestic Water Distribution Water Piping Rough V 22 11 19 - Domestic Water Piping Specialties 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 System (Uniformat Level 3) Definable Feature of Work z PREPARATORY PHASE Pre -installation Pre -installation 'Z Meeting Meeting U ted DFoW. (date scheduled) Completed (date) 22 OS 19 -Meters and Gages for Plumbing Piping Mock-up Required Mock-up Completed (date) INITIAL PHASE Anticipated Construction Start FlrstWork Inspection Required First Work Inspection Completed (date) 15 Responsible Whiting -Turner 03 Contractor Responsible Comment 22 05 29 - Hangers and Supports for Plumbing Piping & Eq wp. 22 05 53 - Identdicabon for Plumbing Piping & Equip 22 08 00 - Commissioning of Plumbing D2020-02 - Water 22 33 00 - Electric, Domestic -Water Heaters D2020 Domestic Water Distribution Equipment Y 22 13 16 - Sanitary W alse and Vent Piping 22 13 9 - Sanitary Waste Piping Specialties 22 05 29 - Hangers and Supports for Plumbing Piping & Equip. D2030-01 - Sanitary 22 05 53 - Identdicabon for Plumbing Piping & D2030 Sanitary Waste Piping Fri Y Equip r D3030 Cooling Generating Systems D3030-01 - HVAC Y 2305 13 - Common Motor Requlrmenls for HVAC Equipment Equip 23 OS 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Equipment 23 34 16 - Centrifugal HVAC Fans 23 34 23 - HVAC Power Ventilators D3040 Distribution Systems D3040-01 - HVAC Y 23 05 53 - Identification for HVAC Piping 8 Ductwork & Components Equipment 23 07 13 - Duct Insulation 23 31 13 -Metal Ducts 23 33 00 - Air Duct Accessories 23 33 46 - Rentals Ducts 233533 - Listed Kitchen Ventilation System Exhaust Ducts 23 37 13 - Air Ddfusers 2337 13.43 - Security Registers and Grilles D3040 Distribution Systems D3040-02 - HVAC Piping Y 23 05 17 - Sleeves and Sleeve Seals for HVAC & Components Piping 23 05 18 - Escutcheons for HVAC Piping 23 05 29 - Hangers and Supports for HVAC Piping 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Piping 23 07 19 - HVAC Piping Insulation 23 21 13 - Hydronic Piping 23 23 00 - Refrigemnt Piping D3050 Terminal & Package Units D3050 - Terminal & Y 23 05 13 - Common Motor Requirements for Package Units HVAC Equip 23 05 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identrflcabon for HVAC Equipment 23 360 -Air Terminal Units 23 74 16.11 - Packaged, Rooftop Air -Conditioned Units 23 81 26 - Split -System Air Conditioners D3060 Control 8 Instrumentation D3060-01 - HVAC Y 23 08 23 - Instrumentation and Control for HVAC Controls Svstems D3070 Systems Testing & Balancing D3070-01 - TAB Y 23 05 93 - Testing, Adjusting, and Balancing for HVAC 40 Fire r D4010 Sprinklers Protection D4010-01 - Fire Sprinkler Y 21 05 13 - Common Motor Requirements for Fire System Suppression Equip 21 05 17 - Sleeves & Sleeve Seals for Plumbing Piping 21 05 18 - Escutcheons for FP Pipit 21 05 23 - General Duty Valves for FP Piping 21 05 53 - Identification for FP Piping & Equip 21 13 13 -Wet-Pipe Sprinkler Systems r 1 - 21 13 16 - Dry -Pipe Sprinkler Systems 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 Diabmpbgn Syatema 26 05 53 - Idenbflcat— for Electrical Systems 26 05 73.13 - Shod Circuit Studies 26 05 73.16 - Cogrdinabon Studies 26 05 73.19 - Arc -Flash Hazard Analysis 26 08 00 - Commissioning of Electrical Systems 26 22 13 - LV Distribution Transformers 26 24 13 - Switchboards 26 24 16 - Panelboards 26 28 13 - Fuses 26 28 6 - Enclosed Switches and Circuit Breakers 26 29 13.03 - Manual and Motor Controllers D5010 Electrical Service & Distribution D5010-02 - Generator & Y 26 32 13.13 - Diesel Emergency Engine ATS Generators 26 36 00 - Transfer Switches D5020 Lighting and Branch Wiring D5020-01 - Lighting and V 26 05 19 - LV Electrical Power Conductors & Branch Wiring Cables 26 05 26 - Grounding and Bonding for Electrical Systems 26 05 29 - Hangers & Supports for Electrical Systems 26 05 33 - Raceway and Boxes for Electrical Systems 26 0544 - Sleeves and Sleeve Seals for Electrical 26 05 53 - Identification for Electrical Systems 26 43 13 - Surge Protection for LV Power Circuits D5020 Lighting and Branch Wiring D5020-02 - Interior V 26 27 26 - Wiring Devices Fbdures & Devices 26 51 00 - Interior Lighting D5030-01 - Y 27 05 26 - Grounding and Bonding for Communications & Communications Systems Security Systems 27 05 28 - Pathways for Communication Systems 27 15 13 - Communications Hor writal Cabling 5030 Communications & Security 2120 00 - Security and CCTV D5030-02 - Nurse Call Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems 27 52 23 - Nurse Call Code -Blue Systems 55nn ((''�(j j� jV� D5Al� e er Elecrl el S& Sao my yalems D5090-01 -Fire Alarm Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems E Equipment and Furnishings 28 46 21.11 -Addressable Fire Alarm Systems E20 Furnishings E2010 Faetl Furnishings EZu17 1 - Site Fencing N N/A as of 1/16/23 E2010 Ficetl Furnishings E2010-02 - Site N N/A as of 1/16/24 Special Construction & Demolition Furnishings ConstructionF10 Special F1010 SpecialStructures Y 13 34 00 -Metal Buildlno System A1030-01 - SOG F1010-01 - PEMB F7010-02 - Courtyard N/A as of 1116123 A-30-0 SOG F1010 S ecre ial Structus Shade System Y G10 Site Preparation G1010 Sde Clearing G1010 - 01 N Aloha Geotechnical Reood Alpha Geotechnical Report A1010-01, A1-1 G1030 Site Earthwork ss; G 1030 - 01 V 31 23 00 - Excavation and Fill G2010 Roadways G2010 - 01 V Alpha Geotechnical Report 03 1100- Concrete Forming 032000 -Concrete Reinforcing03 30 00 - Cast In Place Concrete 03 Concrete Finishing 01030-01 G2020 Parking Lots G2020 - 01 N Alpha Geotechnical Report 03 11 00 - Concrete Forming 0320 00 - Concrete Reinforcing 0330 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing G1030-02 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Project: HCA Behavioral Health Hospital - FTW G3010 Water Supply G3010-01 - Water G3020 Sanitary Sewer G3020-01 - Sanitary Sewer G3030 Storm Sewer G3030-01-Storm Sewer G3060-01 - Natural Gas G3060 Fuel Distribution Natural Gas Plpinq 'nn 94010 Electrical Distribution IL G4010-01 - Site Electrical G4020 Site Lighting G4020 - Site Lighting G4030 Site Communications & Security Definable Features of Work Log Last Updated: 01/18/23 i rvPre u 'N"I'Aas'ofl/16123 PREPARATORY PHASE -Installation Pre -Installation Meeting Meeting Related DFoWs (date scheduled) Completed (date) Mock-up Required Mack -up Completed (date) INITIAL PHASE Anticipated Construction Start First Work Inspection Required First Work Inspection c Responsible Whiting -Turner Completed (date) ct Contractor Responsible Comment ---- 0330 0 - Cast In Piece Concrete ---- G 010-01 ---- ---- =---- ---- r r r.r ---- Electrical Svsterns ____ © Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Testing and Inspections Log Projec #019747 HCA Behavioral Health Hospital FW Last Updated 1/12/2023 0 Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. Page 1 of 1 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Job #: Date: Purpose Job Name: ITT n The Quality Planning Meeting is held by the Project Team with the regionally dedicated Quality Manager (RDQM) shortly after project award prior to start of subcontracted work. The meeting is to review project -specific quality management requirements and best practices, as well as plan strategies for successful development and execution of the Project -Specific Quality Management Plan (PSQMP). The meeting will include a review of processes and protocols to be used throughout the project, including definition of quality health metrics to be used to meet quality goals set on the project. In the meeting, the team will also define roles and responsibilities, define and understand expectations and identify critical Definable Features of Work (DFoWs). The Quality Planning Meeting will be attended by the project's lead Project Manager, lead Superintendent, Quality Manager/Coordinator, RDQM, and other available project team members. Objectives 1. Reinforce our culture of Quality as a foundation for project success with project team members and the RDQM 2. Understand the Policy and Program & how to customize the Project -Specific Quality Management Plan (PSQMP) 3. Review the project scope and schedule - discuss how to set expectations and integrate quality planning 4. Define quality success and discuss how it will be measured using appropriate processes and protocols 5. Identify quality management roles and responsibilities 6. Identify Definable Features of Work and Method of Tracking and/or Record -Keeping 7. Determine resources needed by the project team to execute the PSQMP Attendees Name Position Lead Project Manager Lead Superintendent Project -Specific Quality Coordinator/Manager Regionally Dedicated Quality Manager (Senior Leader) (Other Project Team Member) Page 1 of 5 I= DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Quality Planning Meeting - AGENDA Wr � QUALITY � MANAGEMENT TT" Quality Management Overview Note: Presentation resources for this overview are available to RDQMs on the Quality Management SharePoint site. 1. Review the Whiting -Turner Quality Management Policy and Program 2. Review the 3-Phases of Quality 3. Discuss Definable Features of Work (DFoW) and what can make them "Critical' or priority Notes or Links: Project -Specific Quality Management Plan (PSQMP) Note: Project team should have reviewed the QMP template prior to the meeting and is encouraged to have a draft QMP prepared for review/discussion. 1. Template and Introduction 2. Plan Administration 3. Planning and Execution (including 3 Phases of Quality) 4. Third -Party Inspections 5. Trade -Specific Quality Management Plans (TSQMPs) 6. Design Integration Management and Coordination (including Constructability Review) 7. QM Integration with Other Project Processes 8. Project -Specific Special Processes 9. Proactive Project Quality Culture 10. Appendix Documents to Include 11. Whiting -Turner Project Support Documents Notes or Links: Project Scope & Schedule 1. Project team gives overview of scope of work 2. Project team gives overview of project schedule 3. Discuss status of design documents or Page 2 of 5 I= DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Quality Planning Meeting - AGENDA 7VVr � QUALITY � WMANAGEMENT HffING-TURNER 4. Discuss process and software/tracking method project team will use for document control Notes or Links: Define Quality Success 1. How does the project team define quality? 2. How does the Client define quality? 3. How does the design team define quality? 4. Discuss how Whiting -Turner's plan will ensure expectations are met 5. Identify how success will be measured 6. How will the project celebrate quality success? Notes or Links: Identify Roles & Responsibilities 1. Whiting -Turner 2. Design Team 3. Client 4. Third -Party Inspectors 5. Authorities Having Jurisdiction (AHJs) 6. Trade Subcontractors 7. Other Project Stakeholders Notes or Links: Page 3 of 5 I= DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Quality Planning Meeting - AGENDA QUALITY. TTTM MANAGEMENT Resources 1. Has the project team engaged the applicable Industry Excellence National Coordinator, Industry Specialist, and Cost Specialist? 2. How can the Regional Dedicated Quality Manager (RDQM) help and support the project team? 3. Which Division of Work Leaders, Coordinators, and Subject Matter Experts (SMEs) would be helpful to the project team? 4. Are any outside resources needed? 5. What published resources can the team use for critical features of work? Notes or Links: Definable Features of Work (DFoW) Note: Project team may use this section to draft a list of identified DFoWs to be tracked through the 3 Phases of Quality and to determine appropriate methods of tracking for the project duration. 1. What are our "Critical' Definable Features of Work? 2. What other DFoWs should be prioritized? 3. For Critical and prioritized DFoWs, what method will we use to list and track them through the 3 Phases of Quality? Notes or Links: Action Items for Next Meeting Note: Assigning personnel responsible for action and due date is important for verification of follow-up to items discussed in the Quality Planning Meeting. Actions from the meeting should be reviewed for closure by the agreed date(s). EXAMPLE ACTIONS: Project team completes and distributes Project -Specific Quality Management Plan (PSQMP); Project team finalizes identification of DFows to be tracked through the 3 Phases of Quality and sets up tracking method; RDQM helps connect project team to Whiting -Turner resources. RDQM reviews PSQMP and DFoW list/tracker and provides comments back to the team Description Note or Assigned To Due Date Completion Action? (Name/Company Date I Page 4 of 5 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Page 5 of 5 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT F SUBCONTRACTOR PLAN FOR COVID-19 This subcontract was executed during the worldwide pandemic of the coronavirus (COVID-19), as declared by the World Health Organization (WHO) in March 2020. In response to the COVID-19 pandemic and in accordance with the guidance of public health authorities, Subcontractor is required to reasonably cooperate with and, to the extent applicable, comply with all applicable Jobsite COVID Protocols for the Project. Subcontractor is further required to provide Whiting -Turner with Subcontractor's infectious disease preparedness and response plan for the Project which, at a minimum, ensures that Subcontractor will follow all applicable WHO, CDC, OSHA, and local, state anJ federal orders and regulations and project -specific requirements as it pertains to the performance of their scope of work in light of COVID19. Specifically, Subcontractor's infectious disease preparedness and response plan must specifically identify how Subcontractor will satisfy applicable requirements in the following areas: • Responsibilities of managers, supervisors and employees • Basic infection prevention measures for all workers regardless of exposure risk including but not limited to: o Hygiene protocols including but not limited to hand washing, etc. o Stay -home -when -sick protocols o Respiratory etiquette o Avoiding close contact with people who are sick o Social/physical distancing strategies • Training and project orientation procedures including but not limited to: o Understanding symptoms of COVID-19 • Jobsite exposure situations and stay-at-home and do -not -come -to -work protocols including but not limited to: o Employee experiencing COVID-19 symptoms o Employee tests positive for COVID-19 o Employee has close contact with an individual who has tested positive for COVID-19 o Employee return -to -work procedures o Confidentiality • Project staffing strategy to both adequately staff the project and limit exposure (e.g., dividing crews, etc.) • Jobsite protective measures including but not limited to: o General safety policies and rules o Office and jobsite sanitation o Meeting protocols o Personnel and work area sanitation protocols o Equipment and tool usage protocols o Common drink source/watercooler protocols o Jobsite visitors o Delivery procedures o PPE program including but not limited to mask, glove, respirator and eye protection use o Lift and hoist use o Stair, common corridor and tight workspace, etc. use o Breaktime and lunch policies o Work practice controls including but not limited to housekeeping and dust control, etc. o Personnel wellness check procedures including but not limited to: • Self -reporting • Temperature checks, if applicable • Employee questionnaires and wellness checklists • Travel inquiries • Contact tracing • To mitigate the spread and exposure of COVID-19, Subcontractor will follow CDC recommendations, project -specific requirements, and all other applicable federal, state and local orders, including restrictions and self -quarantining requirements and will determine, to the best of their ability, that each employee is cleared to work that day including but not limited to: • Employee is not experiencing any symptoms of COVID-19 including without limitation fever, shortness of breath or loss of taste or smell • Employee has not traveled internationally or in a high -risk area domestically over the past 14 days outside of the employee's typical commute SC38 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF (Exhibit Revised 3/2020) • Employee has not had prolonged, unprotected, close contact (without proper PPE) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 • Employee has not had direct contact with infectious secretions (been coughed/sneezed upon) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 o Jobsite social/physical distancing including but not limited to strategies for integrating social/physical distancing into activity hazard analysis: • Engineered controls • Administrative controls — work process changes • PPE • Jobsite cleaning and disinfecting protocols including but not limited to: o Jobsite trailers and break areas o Trash collection o Sanitary facilities, if applicable o Vehicles, tools and equipment o Sanitizing equipment and supplies program o Material Safety Data Sheets • Travel restrictions (e.g., public transportation, etc.) • Procedures and protocols for unique project conditions including but not limited to occupied buildings, facilities with high -risk residents (e.g., healthcare, senior living), public interface, etc. • Job suspension procedures • Project start-up/return to shuttered project procedures • Supply chain monitoring/continuity plan • Record keeping program including but not limited to internal, external and OSHA The guidelines set forth herein are based on current public health guidance (as of April 3, 2020). Any requirements which are contingent on the pandemic declaration including without limitation those pertaining to medical inquiries and examinations, shall be deemed to lapse when the WHO declares an end to the COVID-19 pandemic, or such other time as may be required by applicable law. SC39 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT G DRAWING & SPECIFICATIONS LOG SC28 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Drawing Log N N O N r-I H dp S N \ n 3 r co o v N N Sheet tw Number Title j a IGOO-00 COVER SHEET X IG01-01 LIFE SAFETY PLAN - LEVEL ONE - OVERALL X G02-01 FEC PLAN X CIVIL IC0.0 COVER SHEET IC0.1 GENERAL NOTES X IC1.1 DEMOLITION PLAN X IC2.0 DIMENSIONAL CONTROL PLAN X IC2.1 DIMENSIONAL CONTROL PLAN X IC2.2 DIMENSIONAL CONTROL PLAN X IC2.3 DIMENSIONAL CONTROL PLAN X IC2.4 DIMENSIONAL CONTROL DETAILS X IC2.5 OVERALL GRADING PLAN X IC3.0 GRADING PLAN X IC3.1 GRADING PLAN X IC3.2 GRADING PLAN X IC3.4 GRADING PLAN X IC3.5 DETAILED GRADING X IC4.1 EXISTING DRAINAGE AREA MAP IC4.1 STORM SEWER PLAN X IC4.2 PROPOSED DRAINAGE AREA MAP IC4.3 STORM SEWER PLAN IC4.4 HGL CALCULATIONS IC5.1 OVERALL UTILITY PLAN X IC5.2 WATER PLAN IC5.3 SANITARY SEWER PLAN IC6.1 PAVING PLAN X IC6.2 PAVING DETAILS X IC7.1 EROSION CONTROL X IC7.2 EROSION CONTROL DETAILS IC.001 SEWER LINES SS-1 PLAN & PROFILE X IC.002 WATER PLAN & PROFILE W-1 X C.003 WATER PLAN & PROFILE W-1 X L0.01 L0.02 LANDSCAPE URBAN FORESTRY - PHASE 1 URBAN FORESTRY -TREE TABLE X DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF IS02-01C FOUNDATION PLAN - SEGMENT C X IS02-01D FOUNDATION PLAN - SEGMENT D X IS02-01E FOUNDATION PLAN - SEGMENT E X IS02-02 CANOPY FOUNDATION PLANS IS03-01 OVERALL ROOF FRAMING PLAN X IS03-01A ROOF FRAMING PLAN -SEGMENTA X IS03-01B ROOF FRAMING PLAN - SEGMENT B X IS03-01C ROOF FRAMING PLAN - SEGMENT C X IS03-01D ROOF FRAMING PLAN - SEGMENT D X IS03-01E ROOF FRAMING PLAN - SEGMENT E X IS04-00 TYPICAL FOUNDATION DETAILS X IS04-01 FOUNDATION DETAILS X IS05-01 TYPICAL WOOD SCHEDULES AND DETAILS X IS05-02 TYPICAL SHEAR WALL SCHEDULE AND DETAILS X IS05-03 TYPICAL WOOD DETAILS X IS05-04 TYPICAL ROOF FRAMING DETAILS X IS05-05 ROOF FRAMING DETAILS X IS05-06 ROOF FRAMING DETAILS X 506-01 TRUSS ELEVATIONS X ARCHITECTURAL IA01-00 STANDARDS AND SYMBOLS X IA01-01 SITE PLAN X IA01-11 ENLARGED SITE PLANS AND DETAILS X IA02-00 WALL & PARTITION TYPES AND UL ASSEMBLIES X IA02-01 FLOOR PLAN - LEVEL ONE - OVERALL X IA02-01A FLOOR PLAN - LEVEL ONE - SEGMENT A X IA02-01B FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02-01C FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02-01D FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02-01E FLOOR PLAN - LEVEL ONE - SEGMENT E X IA02-03 ROOF PLAN OVERALL X IA02D-00 OVERALL DIMENSION PLAN X IA02D-01A DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENTA X IA02D-01B DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02D-01C DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02D-01D DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02D-01E DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT E X IA03-01 REFLECTED CEILING PLAN - LEVEL ONE - OVERALL X IA03-01A REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT A X IA03-01B REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT B X IA03-01C REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT C X IA03-01D REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT D X IA03-01E REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT E X IA03-10 RCP DETAILS X IA04-00 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA04-01 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA05-01 EXTERIOR ELEVATIONS X IA05-21 PARTIAL ENLARGED EXTERIOR ELEVATIONS X IA06-01 BUILDING SECTIONS X IA06-02 ,BUILDING SECTIONS X DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF MECHANICAL IM0.01 MECHANICAL SYMBOLS, LEGENDS, AND GENERAL NOTES X IM2.01 MECHANICAL DUCTWORK PLAN -SEGMENT A X IM2.02 MECHANICAL DUCTWORK PLAN - SEGMENT B X IM2.03 MECHANICAL DUCTWORK PLAN - SEGMENT C X IM2.04 MECHANICAL DUCTWORK PLAN - SEGMENT D X IM2.05 MECHANICAL DUCTWORK PLAN - SEGMENT E X IM2.06 MECHANICAL ROOF PLAN -SEGMENTA X IM2.07 MECHANICAL ROOF PLAN - SEGMENT B X IM2.08 MECHANICAL ROOF PLAN - SEGMENT C X IM2.09 MECHANICAL ROOF PLAN - SEGMENT D X IM2.10 MECHANICAL ROOF PLAN - SEGMENT E X IM4.01 MECHANICAL CONTROLS X IM4.02 MECHANICAL CONTROLS X IM4.03 MECHANICAL CONTROLS X IM4.04 MECHANICAL CONTROLS X IM6.01 MECHANICALSECTIONS X IM6.02 MECHANICAL ENLARGED PLAN X IM6.03 MECHANICAL ENLARGED PLAN X IM6.04 MECHANICAL ENLARGED PLAN X IM6.05 MECHANICAL ENLARGED PLAN X IM6.06 MECHANICAL ENLARGED PLAN X IM8.01 MECHANICAL SCHEDULES X IM8.02 MECHANICAL SCHEDULES X IM8.03 MECHANICAL SCHEDULES X IM8.04 MECHANICAL SCHEDULES IM9.01 MECHANICAL DETAILS X M9.02 MECHANICAL DETAILS X f-if-T ►i:1r��u IE0.01 ELECTRICAL SYMBOLS, LEGENDS AND GENERAL NOTES X IE1.01 ELECTRICAL SITE PLAN X IE2.02 ELECTRICAL LIGHTING PLAN - SEGMENT A IE2.03 ELECTRICAL LIGHTING PLAN - SEGMENT B IE2.04 ELECTRICAL LIGHTING PLAN - SEGMENT C IE2.05 ELECTRICAL LIGHTING PLAN - SEGMENT D IE2.06 ELECTRICAL LIGHTING PLAN - SEGMENT E IE3.02 ELECTRICAL POWER PLAN - SEGMENT A X IE3.03 ELECTRICAL POWER PLAN - SEGMENT B X IE3.04 ELECTRICAL POWER PLAN - SEGMENT C X IE3.05 ELECTRICAL POWER PLAN - SEGMENT D X IE3.06 ELECTRICAL POWER PLAN - SEGMENT E X IE3.07 ELECTRICAL ROOF PLAN X IE6.01 ELECTRICAL ENLARGED PLANS X IE6.02 ELECTRICAL POWER PLAN - GYM & ENLARGED SITE PLAN X IE6.04 ENLARGED KITCHEN POWER PLAN X IE7.01 ELECTRICAL ONE -LINE DIAGRAM X IE7.02 EMERGENCY ELECTRICAL ONE -LINE DIAGRAM X IE7.03 GROUNDING ONE -LINE DIAGRAM IE8.01 ,PAN ELSCHEDULES DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF IT6.02 ELECTRICAL LOW VOLTAGE PLANS X IT8.01 LOW VOLTAGE SCHEDULES IT8.02 LOW VOLTAGE SCHEDULES IT9.01 LOW VOLTAGE DETAILS T9.02 LOW VOLTAGE DETAILS PLUMBING IFP0.01 FIRE PROTECTION SYMBOLS, LEGENDS AND GENERAL NOTES X IFP2.01 FIRE PROTECTION PLAN -SEGMENTA X IFP2.02 FIRE PROTECTION PLAN - SEGMENT B X IFP2.03 FIRE PROTECTION PLAN - SEGMENT C X IFP2.04 FIRE PROTECTION PLAN - SEGMENT D X IFP2.05 FIRE PROTECTION PLAN - SEGMENT E X IFP7.01 FIRE PROTECTION RISER DIAGRAM X IFP7.02 FIRE PROTECTION RISER DIAGRAM X IFP9.01 FIRE PROTECTION DETAILS X IP0.01 PLUMBING SYMBOLS, LEGENDS AND GENERAL NOTES X IP2.01 PLUMBING UNDERFLOOR PLAN -SEGMENTA X IP2.02 PLUMBING UNDERFLOOR PLAN - SEGMENT B X IP2.03 PLUMBING UNDERFLOOR PLAN - SEGMENT C X IP2.04 PLUMBING UNDERFLOOR PLAN - SEGMENT D X IP2.05 PLUMBING UNDERFLOOR PLAN - SEGMENT E X IP2.06 PLUMBING PLAN -SEGMENT A X IP2.07 PLUMBING PLAN - SEGMENT B X IP2.08 PLUMBING PLAN - SEGMENT C X IP2.09 PLUMBING PLAN - SEGMENT D X IP2.10 PLUMBING PLAN - SEGMENT E X IP2.11 PLUMBING ROOF PLAN - SEGMENT A X IP2.12 PLUMBING ROOF PLAN - SEGMENT B X IP2.13 PLUMBING ROOF PLAN - SEGMENT C X IP2.14 PLUMBING ROOF PLAN - SEGMENT D X IP2.15 PLUMBING ROOF PLAN - SEGMENT E X IP6.01 PLUMBING ENLARGED PLANS IP6.02 PLUMBING ENLARGED PLANS IP6.03 PLUMBING ENLARGED PLANS IP6.04 PLUMBING ENLARGED PLANS IP6.05 PLUMBING ENLARGED PLANS IP6.06 PLUMBING ENLARGED PLANS IP6.07 PLUMBING ENLARGED PLANS IP6.08 PLUMBING ENLARGED PLANS IP6.09 PLUMBING ENLARGED PLANS IP6.10 PLUMBING ENLARGED PLANS IP6.11 PLUMBING ENLARGED PLANS IP6.12 PLUMBING ENLARGED PLANS IP6.13 PLUMBING ENLARGED PLANS IP7.01 PLUMBING RISER DIAGRAM X IP7.02 PLUMBING RISER DIAGRAM X IP7.03 PLUMBING RISER DIAGRAM X IP7.04 PLUMBING RISER DIAGRAM X IP7.05 PLUMBING RISER DIAGRAM X �P7.06 ,PLUMBING RISER DIAGRAM X DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 17 WATER PLAN & PROFILE W-1 18 OVERALL SEWER LAYOUT 19 SEWER LINE SS-1 PLAN & PROFILE 110 WATER DETAILS I11 WATER DETAILS 112 WATER DETAILS 113 SEWER DETAILS 114 SEWER DETAILS I15 SEWER DETAILS 116 DRIVEWAY PLAN 117 DRIVEWAY DETAILS 118 DRIVEWAY DETAILS 19 DRIVEWAY DETAILS SUPPLEMENTAL/ VENDOR DRAWINGS IK1.0 EQUIPMENT SCHEDULES X IK1.1 PROGRESS PRINT EQUIPMENT PLAN X IK1.2 ARCHITECTURAL DIMENSION PLAN X IK1.3 PLUMBING IN -SLAB DIMENSION PLAN X IK1.4 PLUMBING ROUGH -IN DIMENSION PLAN X IK1.5 ELECTRICAL IN -SLAB DIMENSION PLAN X IK1.6 ELECTRICAL ROUGH -IN DIMENSION PLAN X IK1.7 SPECIAL CONDITIONS IN -SLAB DIMENSION PLAN X IK1.8 SPECIAL CONDITIONS ROUGH -IN DIMENSION PLAN X IK1.9 VENTILATION & REMOTE REFRIGERATION PLAN X IK1.10 MECHANICAL SCHEDULES & NOTES X IK1.11 RESPONSIBILITY MATRIX X ISS-1 STORAGE SYSTEM LAYOUT X ISS-2 STORAGE SYSTEM LAYOUT X ISS-3 STORAGE SYSTEM LAYOUT X ISS-4 STORAGE SYSTEM LAYOUT X ISS-5 STORAGE SYSTEM LAYOUT X ISS-6 ELEVATIONS X BALLY WALK IN COOLERS / FREEZER X CAPTIVE -AIR HOODS X PREMIER SUBMITTAL DRAWINGS X FOOD SERVICE EQUIPMENT CUT BOOK X DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Specification Log Specification Number Title IVENDOR SPECIFICATIONS IBALLY REFRIGERATION SPECS DIVISION 01- GENERAL REQUIREMENTS 011000 SUMMARY 012110 ALLOWANCES 012200 UNIT PRICES 012300 ALTERNATES 012500 SUBSTITUTION PROCEDURES 012600 CONTRACT MODIFICATION PROCEDURES 012900 PAYMENT PROCEDURES 013100 PROJECT MANAGEMENT AND COORDINATION 013200 CONSTRUCTION PROGRESS SCHEDULES 013216 CPM SCHEDULES AND REPORTS 013233 PHOTOGRAPHIC DOCUMENTATION 013300 SUBMITTAL PROCEDURES 013533 INFECTION CONTROL PROCEDURES 014000 QUALITY REQUIREMENTS 014100 REGULATORY REQUIREMENTS 014200 REFERENCES 014339 INTEGRATED EXTERIOR MOCKUP 014523 TESTING AND INSPECTION SERVICES 014533 STRUCTURAL TESTING 014536 CONCRETE IMAGING 015000 TEMPORARY FACILITIES AND CONTROLS 015710 CONSTRUCTION ENVIRONMENTAL MANAGEMENT 015719 TEMPORARY EROSION AND SEDIMENTATION CONTROL 015750 INTEGRATED PEST MANAGEMENT 016000 PRODUCT REQUIREMENTS 017123 FIELD ENGINEERING 017300 EXECUTION 017329 CUTTING AND PATCHING 017419 CONSTRUCTION WASTE MANAGEMENT PROCEDURES 017700 CLOSEOUT PROCEDURES 017823 OPERATION AND MAINTENANCE DATA 017830 WARRANTIES 017839 RECORD DOCUMENTS 017900 DEMONSTRATION AND TRAINING 010913 GENERAL COMMISSIONING REQUIREMENTS (DIVISION 02 - EXISTING CONDITIONS 022000 IGEOTECHNICAL DATA X N N O N r-I N n O1 V1 0 P as 0 a DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING X 076200 SHEET METAL FLASHING AND TRIM X 077100 ROOF SPECIALTIES X 077129 MANUFACTURED ROOF EXPANSION JOINTS X 077200 ROOF ACCESSORIES X 077253 SNOW GUARDS X 078100 APPLIED FIRE PROTECTION 078413 PENETRATION FIRESTOPPING X 078443 JOINT FIRESTOPPING X 079100 PERFORMED JOINT SEALS X 079200 JOINT SEALANTS X (DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES X 081119 STAINLESS STEEL DOORS AND FRAMES X 081424 PLASTIC -LAMINATE -FACED WOOD DOORS X 083113 ACCESS DOORS AND FRAMES X 083114 SECURITY ACCESS DOORS AND FRAMES X 083323 OVERHEAD COILING DOORS X 083456 LIGATURE RESISTANT SLIDING DOOR SYSTEM X 084113 ALUMINUM -FRAMED ENTRANCES AND STOREFROTNS X 084413 GLAZED ALUMINUM CURTAIN WALLS X 085619 MEDICAL PASS WINDOWS X 085653 SECURITY WINDOWS WITH INTEGRAL BLINDS X 086200 UNIT SKYLIGHTS X 087100 DOOR HARDWARE X 087113 AUTOMATIC DOOR OPERATORS X 088000 GLAZING X 088300 MIRRORS X 089119 FIXED LOUVERS X IDIVISION 09 - FINISHES 090561 MOISTURE VAPOR EMISSION AND ALKALINITY CONTROL 092116 GYPSUM BOARD ASSEMBLIES 093000 TILE 095113 ACOUSTICAL PANEL CEILINGS 096513 RESILIENT BASE AND ACCESSORIES 096516 RESILIENT SHEET FLOORING 096519 RESILIENTTILE FLOORING 096566 RESILIENT ATHLETIC FLOORING 096723 RESINOUS FLOORING 097200 WALL COVERINGS 097816 SOLID SURFACE WALL PANELS 099121 INTERIOR PAINTING 099653 ELASTOMERIC COATINGS 099659 HIGH PERFORMANCE COATINGS DIVISION 10 -SPECIALTIES 101100 VISUAL DISPLAY UNITS 101400 INTERIOR SIGNAGE 101419 DIMENSIONAL LETTER SIGNAGE 101473 PAINTED SIGNAGE 102600 WALL PROTECTION 102800 TOILET ACCESSORIES 104116 EMERGENCY KEY CABINET 104400 FIRE PROTECTION SPECIALTIES DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT X 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT X 220719 PLUMBING PIPING INSULATION X 220800 COMMISSIONING OF PLUMBING 221116 DOMESTIC WATER PIPING X 221119 DOMESTIC WATER PIPING SPECIALTIES X 221123 DOMESTIC WATER PUMPS X 221316 SANITARY WASTE AND VENT PIPING X I22 13 19 SANITARY WASTE PIPING SPECIALTIES X 223300 ELECTRIC, DOMESTIC -WATER HEATERS X 22 40 00 PLUMBING FIXTURES DIVISION 23 - HEATING, VENTILATION & AIR CONDITIONING 23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC X 230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING X 230518 ESCUTCHEONS FOR HVAC PIPING X 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT X I23 05 48.13 VIBRATION CONTROLS FOR HVAC X 230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT X 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC X 230713 DUCT INSULATION X 230719 HVAC PIPING INSULATION X 230923 DIRECT DIGITAL CONTROL (ddc) SYSTEM FOR HVAC X 232113 HYDRONIC PIPING X 232300 REFRIGERANT PIPING X 233113 METAL DUCTS X 233300 AIR DUCT ACCESSORIES X 233346 FLEXIBLE DUCTS X 233416 CENTRIGUGAL HVAC FANS X 233423 HVAC POWER VENTILATORS X 233533 LISTED KITCHEN VENTILATION SYSTEM EXHAUST X 233600 AIR TERMINAL UNITS X 233713 AIR DEVICES X I23 37 13.43 SECURITY REGISTERS AND GRILLES X I23 74 16.11 PACKAGED, ROOFTOP AIR-CONDITIONING UNITS X 23 81 26 SPLIT -SYSTEM AIR -CONDITIONERS X DIVISION 26 - ELECTRICAL 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL X I26 05 00.01 DIVISION COORDINATION X 260519 LOW VOLTAGE ELEC. POWER CONDUCTORS & CABLES X 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS X 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS X 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS X 260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL X 260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING X 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS X I26 05 73.13 SHORT-CIRCUIT STUDIES X I26 05 73.16 COORDINATION STUDIES X I26 05 73.19 ARC -FLASH HAZARD ANALYSIS X 260800 COMMISSIONING OF ELECTRICAL SYSTEMS X 262213 LOW -VOLTAGE DISTRIBUTION TRANSFORMERS X 262413 SWITCHBOARDS X 262416 PANELBOARDS X 262726 WIRING DEVICES X DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT H PROJECT SCHEDULE SC29 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) vlty IL) I Activity Name Milestones MS-1120 GMPApproval MS-1000 Notice to Proceed MS-1010 Construction Start MS-1020 Foundations Complete MS-1030 Structure Complete MS-1040 Dry -In Date MS-1060 80%TDSHS Inspection Lginal Start Duration 335 03-Apr-23 0 0 05Jun-23` 0 05Jun-23 0 0 WBS Grouped Finlsn I A M ll J J )) A ll S U )) N b1o1112l31o1112121o111112101o1112f31011121L1111210111zf210111 30-May-23 09:45 I J I A 1 S 08-Aug-24 08-A4g-24, M 03-Apr-23' GMPAppmval Wti to Proceed ------+--------�',�Constid o unSt2rt--------*--------+--------1--------1---------'� ----------'_--------'--------'---------------------------�------- 16-Oct-23 ♦ Foundations Complete --------' --------I 29-Nov-23 4k Structurer Complete 08Jan-24 Dry-ld Date 22-Feb-24 ♦ $o%TDsFs Inspec(lon i MS-1050 Envelope Complete 0 12-Apr-24 ♦ EnJelope Complete �', MS-1070 Weather Days 36 12-Jun-24 02-Au 24 -------- Weathere Days MS-1080 TOO 0 18Jun-24 ♦ TDO MS-1100 Certificate of Occupancy 0 07-Aug-24 Gertitihate of( MS-1110 100 % TDSHS Inspection 0 08-Aug-24 100 /p TDSHS MS-1090 Grand Opening 0 08-Aug-24 Grand Openir SI'gn & Permittin g 55 03-Apr -Apr - -'---------- -------------------'--------:--------;--------;------------------------------------------------------------------------------------------ ----- - ---- 2 1Jun-23, Design &:Permitting DES-1070 CFA Review Time 25 03-Apr r-23 08-Ma 23 01[= CFA Review Trine Y- DES-1060 Grading Perk Resubmission 29 03-Apr-23 12-May-23 Grading Pemlk Resubmission DES-1050 Building Permit Review (3rd) 5 18-Apr-23 24-Apr-23 ❑ 'Building Permit Review (3rd) DES-1080 CFA Receved 15 09-May-23 30-May-23 O' CFA Receved DES-1000 Grading Permit Received 0 30-May-23 -------- Gradin ------- ------- 30-May-23 I', g, Permit Received j , DES-1090 Building Perk Receved 5 14Jun-23 i 21Jun-23 E Building Perk Recidved PreConstruction —MMMMMMPr' 213 03-Apr-23 13,Feb-24, P,reConstrt{dion Construction 249 05Jun-23 06Jun-24 SileWork 169 05Jun-23 12-Feb-24 SW-1610 Site Mobilization 1 05Jun-23 05Jun-23 SW-1600 Site Clear & Grub 5 06Jun-23 12Jun-23 I SW-1640 SWPPP 2 06Jun-23 07Jun-23 SW-1510 Moisture Conditioning 35 08Jun-23 28Jul-23 SW-1500 Mass Grading 20 13Jun-23 12JuP23 SW-1660 Sanitary/Sewer Piping 10 13Ju1-23 26Ju1-23 SW-1630 Storm Water 13 13Jul-23 31Jul-23 SW-1470 Domestic Water (Private) 10 01-Aug-23 14-Aug-23 SW-1480 Domestic Water (Pu bib) 20 16-Aug-23 13Sep-23 SW-1650 Telecom 15 06-Sep-23 26Sep-23 SWA 520 Natural Gas 15 27-Sep-23 18-Oct-23 SW-1570 Secondary Electric 5 10-Aug-23 16-Aug-23 SWA 550 Primary Electric 15 15-Aug-23 05Sep-23 SOG1-1310 Excavate/For/Pour Grade Beams 3 06-Sep-23 08Sep-23 SOG1-1320 Void Forms &Baddill 5 11Sep-23 15Sep-23 SOG1-1330 Final Grading 2 18-Sep-23 19Sep-23 SOG1-1340 Vapor Barrier 1 20-Sep-23 20Sep-23 SOG1-1350 SOG Reber& Inserts 3 21-Sep-23 25Sep-23 SW-1620 BOG Pour#4 5 26-Sep-23 02-Oct-23 SW-1530 TCEC Wire Pulls 15 03-Oct-23 24-Oct-23 SW-1590 Set TGECTransforer 5 25-Oct-23 31-Oct-23 SWA 580 Set Generator 1 16Jan-24 16Jan-24 SW-1460 CMU Installation 5 17Jan-24 23Jan-24 SW-1490 Install Door & Hardware 2 24Jan-24 25Jan-24 SW-1540 Paint CMU 5 26Jan-24 01-Feb-24 Actual Work Critical Remaining W... O Remaining Work ♦ ♦ Milestone 06Juh-24, Construction I 12-Feb-24, SiteWork ---------�'A Site Mobilizatioh------------------------------------- -- - ----------------------------- ■ Skg Clear & Grub 1 SWPPP Moisture;Conditiordng I Mass Grading! -- ----------------------------1--------' ---------------------- 12-Feb-24, Utilities FS1 Sanitary/Sewer Piping Stor Water OM Domestic Water (Private),,,,, O Domestic Water (Pu blid) ------'------------------------------------------ *:---------------- 0:Telecom: I I I I : �I I I I I E Natural Gas 12-Feb-24, Phranent:Power ❑ Secondary Electric Primary Electric; 0 Excavate/FOmi/POur Grade Beams ; I I I I ;❑ Void Fo ms &Baddill 1 Final Grading Vapor Barrii?r ❑ SOG Retlar & Inserts - '- - - ---------'- ------------------ - -------------------------, ------4 BOG Pour#4 ; - - - - `- ----- ---------------- - ------- TcEc Wit Pulls 10 Set TC�CTransfgrer , Set Generator ❑ GMU Installation - '- - ----------'--------'--------'--------'--------0 !!Install Door& Hardware ------------'--------------------------------- ❑ Paint CMU Page 1 of 11 1 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activlty IU Activity Name SW-1560 Pull Wire & Make Tenrinafons SW-1670 Electrical Yana Complete Foundations FD-1000 Drill Piers SOG1-1280 SOG1-1270 SOG1-1210 SOG1-1300 SOG1-1230 SOG1-1290 SOG1-1240 SOG1-1260 SOG1-1250 Lginal Start hmish Duration 10 30Jan-Jan12-Feb-24 0 01-Feb-24 54 31-Jul-23 16-Oct-23 12 31-Jul-23 15-Aug-23 UG Plumbing 17 10-Aug-23 01Sep-23 UG ElechicalfTelecom 10 10-Aug-23 23-Aug-23 City Inspections 2 31-Aug-23 01Sep-23 Void Fors &Baddill 5 11Sep-23 15Sep-23 Final Grading 2 18-Sep-23 19Sep-23 Vapor Barrier 2 20-Sep-23 21Sep-23 Slab Edge Forms 3 20-Sep-23 22Sep-23 SOG Rebar & Inserts 3 22-Sep-23 26Sep-23 SOG #1 Pour Date 1 27-Sep-23 27Sep-23 SOG2-1190 Excavate/Form/Pour Grade Beams 20 16-Aug-23 13Sep-23 SOG2-1240 UG Electrical/Telecom 10 24-Aug-23 07Sep-23 SOG2-1250 UG Plumbing 17 05-Sep-23 27Sep-23 SOG2-1270 Void Forms &Baddill 5 14-Sep-23 20Sep-23 SOG2-1180 City Inspections 2 26-Sep-23 27Sep-23 SOG2-1200 Final Grading 2 28-Sep-23 29Sep-23 SOG2-1260 Vapor Barrier 2 02-Oct-23 03-W-23 SOG2-1210 Slab Edge Forms 3 02-Oct-23 04-Oct-23 SOG2-1230 SOG Rebar & Inserts 3 04-Oct-23 06-W-23 SOG2-1220 SOG #2 Pour Date 1 10-Oct-23 10-W-23 SOG3-1580 UG Electrical/Telecom 5 08-Sep-23 14Sep-23 SOG3-1530 Excavate/Form/Pour Grade Beams 8 14-Sep-23 25Sep-23 SOG3-1610 Void Forms &Baddill 3 26-Sep-23 28Sep-23 SOG3-1590 UG Plumbing 6 28-Sep-23 05-W-23 SOG3-1520 City Inspections 1 06-Oct-23 06-Oct-23 SOG3-1540 Final Grading 1 10-Oct-23 10-Oct-23 SOG3-1600 Vapor Barrier 1 11-W-23 11-Oct-23 SOG3-1550 Slab Edge Fortes 2 11-Oct-23 12-Oct-23 SOG3-1570 SOG Mbar & Inserts 2 12-Oct-23 13-Oct-23 SOG3-1560 SOG #3 Pour Date 1 16-Oct-23 16-W-23 Structure & Envelope 150 31-Aug-23 112-Apr-24 SE-B-1380 We ll Layout 2 12-Oct-23 13-Oct-23 SE-B-1360 Steel Erection 2 17-Oct-23 18-Oct-23 SE-B-1250 Fire Proof Steel 3 19-Oct-23 23-Oct-23 SE-B-1370 Wall Framing 5 24-Oct-23 30-W-23 SE-B-1220 Exterior Sheathing 4 31-Oct-23 03-Nov-23 SE-B-1400 Wood Truss Install 5 31-Oct-23 06-Nov-23 SE-B-1210 Door Installation 2 31-Oct-23 01-Nov-23 SE-B-1230 Exterior We ll Penetrations 2 06-Nov-23 07-Nov-23 SE-B-1310 Parapet Walls& Plymod Roof Decking 5 07-%23 14-Nov-23 SE-B-1290 LAWS Install 5 08-Nov-23 15-Nov-23 SE-B-1300 MEP Roof Penetrations 2 15-%23 16-Nov-23 SE-B-1330 Roof Curbs 1 15-Nov-23 15-Nov-23 SE-B-1260 Flashing Install 4 16-Nov-23 21-Nov-23 WBS Grouped I 30-May-23 09:45 A M J J H S U N U J�1' MH JJ M J J I AOj1j2I3jOj1j2j250j1j1j2lOjOj1j2�3jOj1j2j250j1j1j2lOjOj1j2�2jOj1j1j250j1j1j2�3jOj1j2j1I`1j2 n7I1j1j�.10 I\1j2I2j01I1j112I01Oj1j2+3j.I11212j0111112l010111 i'ul Wire &e Terms afons j j * Electrical Yard Complete 16.0------ P---------- I ons - - - - - -------- -------- -------- --------- - I I '', 15 %�ug-23, Deep Fourjdatbns �I 1111111111 Drill Piers 16Oct-23, 90G Pours, 27Sep-23, Pour 4,1 (Seg B tx C) 0 Excavate/FonR/Pour Grade Beams ----------ME" UG Plumbing - - - - O UG Eledrital/Telemm Q City Inspections ❑ Void Fors&Baddill l 1 Final Grading 0 Vapor Barrier 0 Slab Edge Forms ❑ j SOG RB6ar & Insej s 1: SOG#1:Pour Date 10-Qd-23, Po6r #2 (Seg A & D) -- -- ------------- Exdavate/Portn/Pour Glade Beams UG 0ectrical?4lecom (1G Plumbing ■ *dForma&Baddilj II: City Inspections --------------- ------- 1: Final Grading :1 Vapor Oarder i0 Slab Edge Fonts I 1 SOG Rebar & Inserts SOG #2 Pour bate - ---------%-�� 1610d-Po --- ur (Sag -- ---------'- - ------- 4g E) ■ UG EledricaUTelecoin D Excavate%Form/Poor Grade Beams 0: VoidFocrs&Baddill O UG Plumbing r r I I I I I I City Irtsped'ans; I Final Grading I Vapor Barrier: 1 Slao Edge F*s 1 SOG Reber & Inserts ---------'--------- ---'-------- ---------------------------------------------------- ----- ------ ---- ----I ---I S(#G#3 Poyr Date--- --- 12-Apr-24, Structure & Envelope: 11-Mar-24, Segment B 1 Wall Layout 1 Steel Erectipn ---------- .------- ------------- ■ Fre Proof Steel ___'________' ■I Wall FrBrring E)ted6r Sheathing ■ Wood Truss Install Q Door Installation - ------------------ ---------------- -- Wall Penetrations ---------- -------- ------------------ ------- O ■ Paiapet Walls& Plywood Roof Decking O LAMB Install' 1 MEP Roof Penetrations Roof Curbs ----------'--------'----------------- '--------- - '--------'-------- ■ Flashing Install '-------- -------- Actual Work Critical Remaining W... I Page 2 of 11 I TASK filter: Not Completed. � Remaining Work ♦ ♦ Milestone © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Actrvlly ID Name SE-B-1320 Roof Cover Board Install SE-B-1240 Fiber Cement Board Install SE-B-1280 Iso Foam & TPO Roof Install SE-B-1350 Standing Seam Metal Roof Install SE-B-1340 Spray Insulation (Walls) SE-B-1390 Window Installation SE-B-1200 Brick Install SE-B-1270 Gutter/Scupper/Coping Cap Install SE-C-1820 Wail Layout SE-C-1800 Steel Erection SE-C-1690 Fin; Proof Steel SE-C-1810 Wall Framing SE-C-1660 Exterior Sheathing SE-C-1840 Wood Tmss Install SE-C-1650 Door Installation SE-C-1750 Parapet Walls& Plywood Roof Ded<ing SE-C-1670 Exterior Wall Penetrations SE-C.1740 MEP Roof Penetrations SE-C-1770 Roof Curbs & Skylights SE-C-1730 LAWS Install SE-C-1760 Roof Cover Board Install SE-C-1700 Flashing Install SE-C-1720 Iso Foam & TPO Roof Install SE-C-1790 Standing Seam Metal Roof Install SE-C-1680 Fiber Cement Board Install SE-C-1780 Spray Insulation (Walls) SE-C-1830 Window Installation SE-C-1640 Brick Install SE-C.1710 Gutter/Scupper/Coping Cap Install SE411890 Wall Layout SE-D-1870 Steel Erection SE-D-1760 Fire Proof Steel SE-D-1880 Wall Framing SE-D-1730 Exterior Sheathing SE-D-1910 Wood Truss Install SE-D-1720 Door Installation SE-D-1820 Parapet Walls& Plywood Roof Decking SE-D-1740 Exterior Wall Penetrations SE-D-1810 MEP Roof Penetrations SE-D-1840 Roof Curbs & Skylights SE-D-1800 LAWS Install SE-D-1830 Roof Cover Board Install SE-D-1770 Flashing Install SE-D-1790 Iso Foam & TPO Roof Install SE-D-1860 Standing Seam Metal Roof Install SE-D-1750 Fiber Cement Board Install SE-D-1850 Spray Insulation (Walls) SE-D-1900 Window Installation SE-D-1710 Brick Install SE411780 Gutter/Scupper/Coping Cap Install Lgin I Start hmish Duration 4 17-Wo 23 22-Nov-23 4 22-Nov-23 29-Nov-23 7 27-Wo 23 05-Dec-23 6 27-Nov-23 04-Deo-23 3 07-Dao-23 11-Dec-23 5 14-Feb-24 21-Feb-24 10 22-Feb-24 06-Mar-24 3 07-Mar-24 11-Mar-24 07Jur 11-Od-23 11-Oct-23 12-Oct-23 16-Oct-23 17-Oct-23 18-Oct-23 19-Oct-23 30-Oct-23 31-Oct-23 07-140v-23 31-Oct-23 06-Nov-23 31-Oct-23 01-Nov-23 07-Wo 23 15-140v-23 08-Nov-23 09-Nov-23 16-Wv-23 20-140v-23 16-%23 16-Nov-23 16-Wv-23 29-140v-23 27-Nov-23 04-Deo-23 30-Wo 23 06-Dec-23 05-Deo-23 14-Deo-23 05-Deo-23 14-Deo-23 07-Dao-23 18-Dec-23 20-Deo-23 28-Deo-23 14-Feb-24 23-Feb-24 07-Mar-24 14-Mar-24 15-Mar-24 21-Mar-24 2 16-Oct-23 17-Oct-23 3 19-Oct-23 23-Oct-23 2 24-Oct-23 25-W-23 8 31-Oct-23 09-140v-23 6 13-Nov-23 20-Nov-23 5 13-Wo 23 17-140v-23 2 13-Nov-23 14-Nov-23 6 20-Wv-23 29-140v-23 2 21-%23 22-Nov-23 3 30-%23 04-Deo-23 1 30-Wo 23 30-140v-23 8 30-Nov-23 11-Deo-23 6 05-Dao-23 12-Dec-23 5 12-Deo-23 18-Deo-23 8 13-Dec-23 27-Dec-23 8 13-Deo-23 27-Deo-23 8 19-Dec23 03Jan-24 4 09Jan-24 12Jan-24 7 14-Feb-24 23-Feb-24 6 15-Mar-24 22-Mar-24 5 25-Mar-24 01-Apr-24 WBS Grouped I 30-May-23 09:45 A M J J A S U N 11 J h M A (J M J J A S )101112I31011I2I25011111210l1112�31a11212511 1121a01112�21011I`1I`2011 112�3 a1I12I2 1�1�25a1�1�2I310�1�212�0�11 21010J112�3101I2I2�0�1111210�0111` ■ I�of Cover rcl ha 1i ❑: Fiber Cement Board Install ❑ Iso Foam & TPO Roof Install I�3 Standing Seam Metal Roof Install _-----___-1____________________________ ■ Spray Insulation -(Walls)' _______ -------- -------- I -____---_--------- ------- M Window Installation: IM Brick Install ■ Gutter/Scupper/Coping Cap Install �1-Mar-24: SegmenS C I I I I I Waq Layout �I I ■ Steel Eredicin 0 Fre Proof Steel O: Wall Frarrin9 ❑ Exterior Sheathing --------- *-------- ' I I I I ❑ Wood Tmss Install I I I I QDoor Installation ❑ Parapet Walls& Plywood Roof Decking 0 Exterior Wall Penetrations H MEP Roof Penetrations I I I I I Roof Curbs &Skylights I I I M: LAWS Insta 11 M Roof Cover Board Install (] Flashing Install O Iso (Foam & TPO Roof Install '----- OD Standing Seam Metal Install ---- I 0 Fiber Cement Board Install ❑ Spray Insulation (Walls) O ;Window, Installation: ❑ Brick Install ❑ Qutter/Scupper/Coping Cap Inyiall 01-Apr-24, Segment D 1 WpIILaynutj ■ Steel EredUon 1 IRre Proof Steel _______"I Wall:Framing _______; ------------------ ------- E Exterior Sheathing ■ Wood Tmss;hstall 1 Door Installation Cl: ParapetIwe IIs& Plywood Roof Decking ------5---------I---------I---------F------ 0 Exterior Wall Penetrations ❑ MEP Woof Penetrations I Roof Curbs & Skylights O LAWS Install ❑ Roof Cover Board Install - ------- ----- -------- ------------------ ------- ❑ Flashing Install j j j O Iso Foam & TPO Roof Instat O Standing, Seam Metal Roof Install 0 Fiber Cement Board Install ❑ Spray Insulation (Walls)', -----+ ------ --- -----I ------- M ;Window Installation: M Brick Instal r Gutter/Scupper/Qoping Cap Install J4-Api24, Segment E Actual Work Critical Remaining W... Page 3 of 11 TASK filter: Not Completed. O Remaining Work ♦ ♦ Milestone I © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activity ID Activity Name Linal Start Finish Duration SE-E-1280 SE-E-1260 SE-E-1150 SE-E-1270 SE-E-1120 Wall Layout Steel Erection Fin; Proof Steel Wall Framing Exterior Sheathing 2 20-Oct-23 3 30-Oct-23 2 02-Wv-23 4 09-%23 3 16-Wv-23 23-Oct-23 01-Nov-23 03-Nov-23 15-Nov-23 20-Nov-23 SE-E-1300 Wood Tmss Install 4 16-%23 21-Nov-23 SE-E-1110 Door Installation 1 16-Wv-23 16-Nov-23 SE-E-1130 Exterior Wall Penetrations 2 21-Wv-23 22-Nov-23 SE-E-1210 Parapet Walls& Plywood Roof Decking 4 22-%23 29-Nov-23 SE-E-1200 MEP Roof Penetrations 2 30-Wv-23 01-Deo-23 SE-E-1230 Roof Orbs 1 30-%23 30-Nov-23 SE-E-1190 LAWB Install 5 12-Deo-23 18-Deo-23 SE-E-1220 Roof Cover Board Install 4 13-Deo-23 18-Deo-23 SE-E-1160 Flashing Install 4 19-Deo-23 27-Deo-23 SE-E-1180 Iso Foam & TPO Roof Install 6 19-Deo-23 29-Deo-23 SE-E-1250 Standing Seam Metal Roof Install 6 19-Deo-23 29-Deo-23 SE-E-1240 Spray Insulation (Walls) 3 27-Dec23 29-Deo-23 SE-E-1140 Fiber Cement Board Install 4 04Jan-24 09Jan-24 SE-E-1290 Window Installation 5 14-Feb-24 21-Feb-24 SE-E-1100 Brick Install 5 25-Mar-24 01-Apr-24 SE-E-1170 Gutter/Scupper/Coping Cap Install 3 02-Apr-24 04-Apr-24 SE-A-1380 Wall Laycut 2 18-Oct-23 19-Oct-23 SE-A-1360 Steel Erection 4 24-Oct-23 27-Oct-23 SE-A-1250 Fire Proof Steel 3 30-Oct-23 01-Nov-23 SE-A-1370 Wall Framing 5 02-Wv-23 08-Nov-23 SE-A-1400 Wood Truss Install 5 02-%23 08-Nov-23 SE-A-1220 Exterior Sheathing 4 09-Wv-23 15-Nov-23 SE-A-1310 Parapet Walls& Plywood Roof Decking 5 09-%23 16-Nov-23 SE-A-1210 Door Installation 2 09-Wv-23 13-Nov-23 SE-A-1230 Exterior Wall Penetrations 2 16-%23 17-Nov-23 SE-A-1300 MEP Roof Penetrations 2 17-Wv-23 20-Nov-23 SE-A-1330 Roof Curbs 1 17-Wv-23 17-Nov-23 SE-A-1290 LAWS Install 5 19-Deo-23 28-Deo-23 SE-A-1320 Roof Cover Board Install 4 19-Deo-23 27-Deo-23 SE-A-1280 Iso Foam & TPO Roof Install 7 28-Deo-23 08Jan-24 SE-A-1350 Standing Seam Metal Roof Install 6 28-Deo-23 05Jan-24 SE-A-1260 Flashing Install 4 29-Deo-23 04Jan-24 SE-A-1340 Spray Insulation (Walls) 3 29-Deo-23 03Jan-24 SE-A-1390 Window Installation 6 14-Feb-24 22-Feb-24 E-A-1240 Fiber Cement Board Install 4 23-Feb-24 28-Feb-24 E-A-1200 Brick Install 6 02-Apr-24 09-Apr-24 E-A-1270 Gutter/Scupper/Coping Cap Install 3 10-Apr-24 12-Apr-24 1o00 12" Storm Piping & Inlet 2 31- g-23 - 01 Sep-2Y1010 Geofabric/Perforated Pipe/Pea Gravel 6 05-Sep-23 12Sep-23 Y1020 I Interior Irrigation 3 13-Sep-23 15Sep-23 Y1030 Fine Grading 1 18-Sep-23 18Sep-23 Y1040 Pedestrian Concrete & Tree Grates 4 28-Sep-23 03-W-23 Y1050 Masonry Delivery 0 18-Oct-23 Y1060 Brick Install 9 19-Deo-23 04Jan-24 Y1070 Y1080 CMU Divider Wall Exterior Painting 5 05Jan-24 6 12Jan-24 11Jan-24 22Jan-24 WBS Grouped 30-May-23 09:45 A M J J (I A Ij S O N D J F M A (I M J II J A S )101112I310111212�0111112IO11112131a112121111120100 20II11112�0111112�3101t 1212�a11112�a 111121111121210111112I010J 121310111212�01111121010111 ■ Il Layout 1------1-------,I Steel Erection - - - - :0 Fin; Proof Steel ❑ MIl Framing 0 Exterior Sheathing ■ Wood Tmss Install ---------- --- ---- ------------------------------ -----,-------,-------,-------,I------,or Installation ----- - - 1 Exterior Wall Penetrations �j Pampet';Walls& plywood Fkoof Deddrig 1 MEP Roof Penetrations Roof Curbs ------------------------------------------ LAN ---I---- -------- ''-`-------- `-------- '-------- '----------------- f------- Install ❑ Rbof Cover Board Install ❑ Flashing Install Iso Foarh & TPO Roof Install Standing Seam Metal RoofJnstall -------,I Spray Insulation (Walls) ❑ Fiber Cement Board Install ❑ window Installation: ❑ Brick Install 0 GutteMScupper/Goping Cap Install 1_ ___________________________ _______ --------I --------I --------,I -------' --------`-----12-Apr-24, Segment Ai Steel Erdcfion d Fire Proof Steel :❑ Walirraming ---------- ----'❑ Woo -------- -------------- tl Truss Install ❑ 6¢edor Sheathing ❑ Parapet Wals& Fiywbod Roof',Deddng ❑ Door Installation 0 Ektedor Wall Penetrations _ ______:----❑__ MEP Roof Pe--------- -------- 6--------- ns Roof Curbs LAWS Install ❑ Roof Cover Board Install Q Iso Foam & TP,O Roof Install _- - ---------------------------- --- ---- --------------------- - ---------Standing Seam'-------- - --- , Metal Roof Install Flashing Install ❑ Spray Insulation l(Wa lls) ❑ Window Installation' ❑, Fiber Cement Board Install j ------- -------- M Brick Install I I I I I I I II Gutter/SwppCr/Coping;Cap Install I 23-Feb-24, CourtyaN 12" Stemr Piping: & Inlet j M GebfabddPefforated Pipe/Pea Gravel I I I I i IntBrior I' ation ---------------------------------- I I I Fipe Grading 10 Pedestrian Concrete & Tree Grates ♦ Masonry Ddlivery E:30 Brick Install --------------------------------------------- ------- - - - - - - ----- � - - Wall I 111111 Exterior Painting Actual Work Critical Remaining W... Page 4 of 11 TASK filter: Not Completed. E� Remaining Work ♦ ♦ Milestone I © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Linal WBS Grouped 30-May-23 09:45 Activity ID Activity Name Stan Rnish A M J J A S O I)011121310122�0112I0 N D J F M A M J J A S Drireta°I I 12�3 122� 112 .022011201123 1�212�1f125 11 �230112�20112I0012+301220112001� iii iii iai iaii aid aid llii. iii is a i ai ii iiii iii_iiii. iii iii Shade Structure Erection 2 23Jan-Jan 24Jan-Jan a e Strydure rCction Planters/Plantings 3 23Jan-24 25Jan-Jan I Planters/Plantings AniFical Tun Install 2 23Jan-Jan 24Jan-Jan 1 Wnifical Turf Install rC-Y1120Tables&Chairs 1 14-Feb-24 14-Feb-24 -________-________ ___---_ ---------r--------I I Tables&Chairs Gate & Hardware Install 1 15-F-eb-24 15-Feb-24 I Crate & Hardware hstbil Wf Pre -Punch 5 16-Feb-24 23-Feb-24 M ,Wr Pre -Punch 1 IPfT-&1440 h-Wall-Bec4ical&Data 7 15-Wv-23 27-Nov-23 Interior Build-outrQ 127I 15-Wo 23 122-May-24 I I I -------�--------�'- m Actual Work Critical Remaining W... � Remaining Work ♦ ♦ Milestone Page 5 of 11 22-May-24, Interior Build -out 01-May:24, Segment B ---------- ---- O ;- ------ -- ------------------------------ In -Wall -'I -- allData I=: In -Wall -',numbing', ❑ Attic Dry Pipe 0 In -Wall Bbckirg 0 Drywall & Fire Tape Attic ---------- - ----------------- : O ON Rough - Mechanical O OH Rough - Electrical 0 In -Wall Inspections ❑ Walllnsulatioh ❑ Hang Drywall -------- --- ---- ---------''-------- -- 0 OH RoU g Plumbing I= Duct Insulation W' Early Tape/FbaVPlywood/Paint TELEI O OH Rough - Fire Sprinkler O Piping Insulation - ------- ❑ LV & FA p-- --------------- ------- Cable Pulls I I I DI Swdchgear (Set&Build) I ❑ Frame Hardlid Ceilings & Furrflowns Layout MEP Drops @ Hardlkts I MEP Harolid Inspections - Ha --------- 'Hang_________________________ ------- - tdlid Ceilings En Install Ceiling Grid 4 Tape/Floattist Coat Ceilings O Pull Electrical Wire 0 MEP Ceiling trimout -pCT ---------- --- - 0 MEP - ---- ---- -M '--------------------- Trim-0ut;Hardlids; I FM Hydro Test 0 MEP OH Inspections 0 :Start-up Mach Equipment b Drop Ceiling Tiles: V Conditioned Air O Tape/Float/lst Coat Drywall O Install Tile Flooring ❑ MEP WWII Trim -out ❑ Millwork Install Install Roorirl ❑ Interior Glazing 0 'Install WaII Protection ❑ Doors & Hbndware Irstall ❑ ,Pre-aeari - B --I --------,I - - - -------- Plumbing F#ureb 0 Install We l Base Q Place Kitchen Equipment 10 Spedalkies Install Real Paint : TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activity ID I Activity Name Original Start Rnish Duration I I INT431580 MEP Connections to Kitchen Equipment 8 10-Apr-24 19-Apr-24 INT4&1540 Interior Signage 2 17-Apr-24 18-Apr-24 INT43172D Pre -Punch List 3 22-Apr-24 24-Apr-24 INT4&1390 Final Trade Inspections 3 22-Apr-24 24-Apr-24 INT431800 Work Off Pre -Punch 5 25-Apr-24 01-May-24 INT-GI230 Attic Dry Pipe r ec 5 16-Wo 23 r r 22-14ov-23 INT-G1350 In -Wall - Electical&Data 10 30-%23 13-Deo-23 INT-G1360 In -Wall - Plumbing 8 30-Wo 23 11-Deo-23 INT-G1270 Drywall & Fire Tape Attic 8 05-Deo-23 14-Deo-23 INT-G1370 In -Wall Blocking 6 07-Deo-23 14-Deo-23 INT-G1560 OH Rough - Mechanical 10 15-Deo-23 03Jan-24 INT-G1540 OH Rough - Electrical 8 15-Deo-23 29-Deo-23 INT-G1380 In -Wall Inspections 3 15-Deo-23 19-Deo-23 INT-G1680 We II In sdation 5 20-Deo-23 29-Deo-23 INT-G1330 Hang Drywall 5 02Jan-24 08Jan-24 INT-G1620 Pull Electrical Wire 15 02Jan-24 23Jan-24 INT�C.l 570 OH Rough - Plumbing 10 04Jan-24 18Jan-24 INT-G1280 Dud Insulation 10 04Jan-24 18Jan-24 INT-D2090 Early Tape/ FIcaVRywood/Pa int TELE 5 09Jan-24 16Jan-24 INT-G1550 OH Rough - Fire Sprinkler 7 19Jan-24 29Jan-24 INT-G1580 Piping Insulation 7 19Jan-24 29Jan-24 INT-G1460 LV & FA Cable Pulls 5 26Jan-24 01-Feb-24 INT-G1320 Frame Hardlid Ceilings & Fundowns 5 02-Feb-24 08-Feb-24 INT-G1650 Start-up Mach Equipment 3 02-Feb-24 06-Feb-24 INT-G1450 Layout MEP Drops @ Hardlids 2 07-Feb-24 08-Feb-24 INT-G1480 MEP Hardlid Inspections 1 09-Feb-24 09-Feb-24 INT-G1340 Hang Hardlid Ceilings 4 12-Feb-24 15-Feb-24 INT-G1390 Install Ceiling Grid 5 14-Feb-24 21-Feb-24 INT-G1660 Tape/Roat/1st Coat Ceilings 7 16-Feb-24 27-Feb-24 INT-G1470 MEP Ceiling Trimput -ACT 5 22-Feb-24 28-Feb-24 INT-Cl 240 Conditioned Ar 1 26-Feb-24 26-Feb-24 INT-G1670 Tape/Roat/1st Coat Drywall 9 27-Feb-24 08-Mar-24 INT-G1500 MEP Trim -Out - Hardlids 4 28-Feb-24 04-Mar-24 INT-G1630 Set Shower Pans 6 28-Feb-24 06-Mar-24 INT-G1310 FM Hydro Test 1 29-Feb-24 29-Feb-24 INT-G1490 MEP OH Inspections 2 29-Feb-24 01-Mar-24 INT-G1260 Drop Ceiling Tiles 5 04-Mar-24 08-Mar-24 INT-G1510 MEP Wall Trimort 7 11-Mar-24 19-Mar-24 INT-G1430 Interior Glazing 5 11-Mar-24 15-Mar-24 INT-G1530 Nurse Station Slat Install 5 11-Mar-24 15-Mar-24 INT-G1520 Millwork Install 8 18-Mar-24 27-Mar-24 INT-G1400 Install Roofing 7 18-Mar-24 26-Mar-24 INT-G1420 Install Wall Pioteclon 10 18-Mar-24 01-Apr-24 INT-G1250 Doors & Hardware Install 5 27-Mar-24 03-Apr-24 INT-G1600 Pre -Clean - C 6 27-Mar-24 04-Apr-24 INT-G1590 Plumbing Fbdures 5 02-Apr-24 08-Apr-24 INT-G1410 Install Wall Base 4 02-Apr-24 05-Apr-24 INT-G1640 Specialities Install 5 09-Apr-24 15-Apr-24 INTIC.l 300 INT-G1290 INT-G1610 Final Trade Inspections Final Paint Pre -Punch List 5 09-Apr-24 10 16-Apr-24 3 30-Apr-24 15-Apr-24 29-Apr-24 02-May-24 Actual Work Critical Remaining W... Remaining Work ♦ ♦ Milestone WBS Grouped 30-May-23 09:45 A M J J (I A S O N D II J F M A M J J A S )10111213101112I2�0111112I0101112131111212�111112101112 210111112�0111112131a11212�a11112�1111121�01112 2011112I01011123 01122�0)11112IO10111z O Connections to: then �qurpment j 1 InIterior Signage 0 :Pre -Punch List 0 jFinal Tract? Inspectipns ❑ Work Off Pre-Puddh 09-May-24, Segment C ❑ Attic Dry Pipe b In-Wall-9eclrical&Data p In-Well-Rurnhing - --------- 4-------- -� Drywall & Fire Tape --- --------- ; ------- Attic j El In -Wall Blocking l� OH Rough - Mechanical I= I OH Rough -Electrical ❑ In -Wall Inspections ------- ---- -------- -------- --------- ------- Wall Insulation ❑ Hang, Drywall O Pull Electrical Wire 0 OH Rough, Plumbing O Duct Insulat'bn ---------- --- --- - - - - ---- - - - - ----- - - ---- - - - - -- - ❑ Ea'rty Tape/F T I I I I I loaURywdod/PaintTELE I I= OH Rough - Fire Sprinkler I=' Piping Insulation ❑ LV & FACable Polls !0 Frame Hardlid'Ceilings 4 Furrdowd - --------- - ❑ Start, ____,___________________________ --------------- ------- I I I I I 'up Mach Equipment I 1 Layqut MEP Drops @ F- rdlids I MEP Hardlid Inspectiond Hang Hardlid Ceilings ■ Install Ceiling Grid --------'I Tape/FldaUlst CoM Ceilings: ■', MEP Ceiling Trimput-ACT: Conditioned Air 1110 Tape/Float/1stCoat Drywall I� MEPYrim-Out-Hardlids Set Shower Pan s I FM Hydro Test 0 MEP OH Inspectibns ❑ Drop (Ceiling Tilts E3 MEP Wall Trinrout ---------- --- - ❑ Interior------ -------- --------- ------- : ________,, ________, _______ --------- Glazing ❑ Nurse Statiop Slat Inst$ll O Millwork Install ❑ Install Flogdng Q Install Wadi Pmtedtion ---------- --- ------------- ❑ Doors & Hardware Install I❑ Plumbing Fbduhes I❑ Install:Wall Base ❑ Specialities Install - --------- - ------ ------- ❑ Final Trade Inspections I=; Final Paint 0 Pre -Punch List Page 6 of 11 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activity ID I AcMy Name I Original I Start I Finish INi-G1440 INi-G1690 INT4M 610 Interior Signage Work Off Pre -Punch Attic Dry Pipe 3 30-Apr-24 5 03-May-24 � r 5 30-Nov-23 02-May-24 09-May-24 r 06-Deo-23 INT-D4740 h-Wall - Plumbing 8 12-Dec23 21-Dec-23 INT-D-1730 In -Wall - Electrical & Data 10 14-Deo-23 02Jan-24 INT-D-1650 Drywall & Fie Tape Attic 8 15-Deo-23 29-Deo-23 INT-D4750 In -Wall Blocking 6 21-Deo-23 03Jan-24 INi-01940 OH Rough - Mechanical 10 04Jan-24 18Jan-24 INi-D-192D OH Rough - Electrical 8 04Jan-24 16Jan-24 INi-01760 In -Wall Inspections 3 04Jan-24 08Jan-24 INi-D2060 Wa Il In station 5 09Jan-24 16Jan-24 INi-01710 Hang Drywall 5 17Jan-24 23Jan-24 INi-D2000 Pull Electrical Wire 15 17Jan-24 06-Feb-24 INi-01950 OH Rough - Plumbing 10 19Jan-24 01-Feb-24 INi-01660 Dud Insulation 10 19Jan-24 01-Feb-24 INi-D2080 Early Tape/ FIwVRywood/Paint TELE 5 24Jan-24 30Jan-24 INi-01930 OH Rough - Fine Sprinkler 7 02-Feb-24 12-Feb-24 INT-D4960 Piping Insulation 7 02-Feb-24 12-Feb-24 INT-D-1840 LV & FA Cable Pulls 5 09-Feb-24 15-Feb-24 INT-D4 700 Frame Hardlid Ceilings & FurNowns 5 16-F:b-24 23-Feb-24 INT-D,2030 Start-up Mech Equipment 3 16-Feb-24 21-Feb-24 INi-D-1830 Layout MEP Drops @ Hardlids 2 22-Feb-24 23-Feb-24 INi-01860 MEP Hardlid Inspections 1 26-Feb-24 26-Feb-24 INi-01620 Conditioned Air 1 26-Feb-24 26-Feb-24 INi-D2050 Tape/RoaVlst Coat Drywall 9 27-Feb-24 08-Mar-24 INi-01720 Hang Hardlid Ceilings 4 27-Feb-24 01-Mar-24 INT-D-1770 Install Ceiling Gdd 5 29-Feb-24 06-Mar-24 INT-D,2040 Tape/RoaV1st Coat Ceilings 7 04-Mar-24 12-Mar-24 INT-D4850 MEP Ceiling Tdmout-ACT 5 07-Mar-24 13-Mar-24 INT-D-1890 MEP Wall Tdmor3 7 11-Mar-24 19-Mar-24 INi-D-1810 Interior Glazing 5 11-Mar-24 15-Mar-24 INi-D-1880 MEP Tdm-Out - Hardlids 4 13-Mar-24 18-Mar-24 INi-02010 Set Shower Pans 6 13-Mar-24 20-Mar-24 INT-D1910 Nurse Station Slat Install 5 13-Mar-24 19-Mar-24 INi-01690 FM Hydro Test 1 14-Mar-24 14-Mar-24 INi-01870 MEP OH Inspections 2 14-Mar-24 15-Mar-24 INT-D1640 Drop Ceiling Tiles 5 18-Mar-24 22-Mar-24 INi-01800 Install Well Poteclon 10 19-Mar-24 02-Apr-24 INi-D-1900 Millwork Install 8 20-Mar-24 01-Apr-24 INT-D4780 Install Roofing 7 27-Mar-24 05-Apr-24 INT-D-1630 Doors & Hardware Install 5 08-Apr-24 12-Apr-24 INT-D4970 Plumbing FDdures 5 08-Apr-24 12-Apr-24 INi-01790 Install Well Base 4 08-Apr-24 11-Apr-24 INi-D-1980 Pre -Clean - D 6 08-Apr-24 15-Apr-24 INi-02020 Specialities Install 5 15-Apr-24 19-Apr-24 INi-D-1680 INT-D-1670 INT-D-1990 INi-D-1820 INi-02070 Final Trade Inspections Final Paint Pre -Punch List Interior Signage Work Off Pre -Punch 5 15-Apr-24 10 22-Apr-24 3 06-May-24 3 06-May-24 5 09-May-24 19-Apr-24 03-May-24 08-May-24 08-May-24 15-May-24 Actual Work Critical Remaining W... O Remaining Work ♦ ♦ Milestone WBS Grouped 30-May-23 09:45 A M J J (I A Ij S O N D (III J F M A (JJ,, I M J J A S t101112I310111212�0111112I0101112�310111212� 111112 0101112 210111112� 11112131JJ1212�0111112� 111112I3101112I210t111I2�)01112+310111212� 01111121010111Z �0 Inten/or ignage i Work Off Pre?Punch 15Vay-24, Segment D E Attic Dry Pipe O In -Wall - Ru rrbi ng In -Wall '- 9e ckical & Data M Drywall & Fie Tape Attic In-Wall',Bbclarg------- O OH Pough Mechanical D 0H Rough -',Electrical ❑ In -Wall Inspections 0 MIl Instatibn I I I I I ❑ hen9 Drywall O Pull Electrical Wire O OH Rough - Plumbing Q Duct Insulation ❑I Eady Tape/Float/Plywood/Paint TELEI - ___ _________`________'_ -. ------ ---- ----.I ------ ---I,O OH,Pough-dire Spdn*r Piping Insulation ❑ LV & FACahle Pulls O ';Frame Hardlid Ceilings & Furroowns [I Start-up Mech Equipment ---------'--------'-------- --- - --- -- - 0 P M Dmps6 Flardlidg j 1' MEP Hardlid Inspedions Conditioned Air Q Tapel,FloaV1 st Coat Drywall 0 Hang Hardlid Ceilings _______•I _______ I] Install'beiling GO I I I I O Tapa/Foat/1st Coat Ceilings ❑ MEP Ceiling - idmout -ACT MEP Wall Ynm-out ■ _ _ _ _Int&dor Glazihg _ ________ ________ ________ I__________ ❑ M�P Tdm- iut - HardlOs ❑ Set Show& Pans ; ❑ Nrrse Station Slat Install I FV Hydro TO I M�P OH Inspections j ---------- --- - ------------- ________I - _____O--Drop Ceiling Tiles 0 Install Wall PioteClon Millwork Install O InstalLRoodng ❑ Dogrs & Hardware Install - ------- - --------- --------- --------- ------- _......-,.- 0 Plumbing FDdUres 0 Instill Wall Base ❑ Pre -dean - d ❑ Specialities'Install ❑ FInal Trade:rispectioris __________________ _______ '� O Final Paint I 0 Pm -Punch List: Intedgr Signage ■ Wdrk Off Pr&Punch �2-May-24. Segmegt E Page 7 of 11 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activity IU Ac[Mty Name Unginal Start hlnlsh Duration INT-E1800 Attic Dry Pipe 5 30-Wo 23 06-Dec-23 INi-E1930 h-Wall - Plumbing 5 06-Deo-23 12-Deo-23 INT-E1929 In -Wall - Bechical&Data 7 08-Dao-23 18-Dec-23 INi-E1940 In -Wall Bbcldrg 3 15-Dec23 19-Deo-23 INT-E1950 I ll Inspections 2 20-Dao-23 21-Dec-23 INi-E2250 Wall Insulation 5 27-Deo-23 03Jan-24 INT-E1840 Drywall & Pre Tape Attic 5 02Jan-24 08Jan-24 INT-E1900 Hang Drywall 5 04Jan-24 10Jan-24 INT-E2130 OH Rough - Mechanical 7 29Jan-24 06-Feb-24 INT-E2110 OH Rough - Electrical 8 30Jan-24 08-Feb-24 INT-E2140 OH Rough - Plumbing 7 07-Feb-24 15-Feb-24 INT-E1850 Dud Insulation 8 07-Feb-24 16-Feb-24 INTZ-2190 Pull Electrical Wire 10 09-Feb-24 23-Feb-24 INT-E2120 OH Rough - Pre Sprinlder 6 16-Feb-24 26-Feb-24 INT-E2150 Piping Insulation 6 16-Feb-24 26-Feb-24 INT-E2030 LV & FA Cable Pulls 5 26-Feb-24 01-Mar-24 INT-E1890 Frame Hardlid Ceilings & Fundowns 5 04-Mar-24 08-Mar-24 INi-E2220 Start-up Mach Equipment 3 04-Mar-24 06-Mar-24 INT-E2020 Layout MEP Drops @ Hardlids 2 07-Mar-24 08-Mar-24 INi-E1810 Conditioned Air 1 07-Mar-24 07-Mar-24 INT-E2240 Tape/FloaU1st Coat Drywall 7 08-Mar-24 18-Mar-24 INi-E2050 MEP Hardlid Inspections 1 11-Mar-24 11-Mar-24 INT-E1910 Hang Hardlid Ceilings 4 12-Mar-24 15-Mar-24 INi-E1960 Install Ceiling Grid 3 14-Mar-24 18-Mar-24 INi-E2230 Tape/Roattlst Coat Ceilings 7 18-Mar-24 26-Mar-24 INT-E2040 MEP Ceiling Trim -out -ACT 5 19-Mar-24 25-Mar-24 INi-E2080 MEP Wall THm-out 7 19-Mar-24 27-Mar-24 INT-E2000 Interior Glazing 5 19-Mar-24 25-Mar-24 INi-E1880 FM Hydro Test 1 26-Mar-24 26-Mar-24 INT-E2060 MEP OH Inspections 2 26-Mar-24 27-Mar-24 INi-E2070 MEP Trim -Out - Hardlids 4 27-Mar-24 02-Apr-24 INT-E2200 Set Shower Pans 5 27-Mar-24 03-Apr-24 INi-E2100 Nurse Station Slat Install 5 27-Mar-24 03-Apr-24 INi-E1830 Drop Ceiling Tiles 5 28-Mar-24 04-Apr-24 INT-E1990 Install Wall Poteclion 10 03-Apr-24 16-Apr-24 INi-E2090 Millwork Install 5 04-Apr-24 10-Apr-24 INT-E1970 Install Flooring 5 08-Apr-24 12-Apr-24 INi-E1820 Doors & Hardware Install 5 15-Apr-24 19-Apr-24 INT-E2170 Pre -Clean -E 6 15-Apr-24 22-Apr-24 INTZ-2160 Plumbing Rdures 5 17-Apr-24 23-Apr-24 INT-E1980 Install Wall Base 4 17-Apr-24 22-Apr-24 INi-E2210 Specialities Install 5 24-Apr-24 30-Apr-24 INi-E1870 Final Trade Inspections 5 24-Apr-24 30-Apr-24 INT-E1860 Final Paint 8 01-May-24 10-May-24 INTZ-2180 Pre -Punch List 3 13-May-24 15-May-24 INT-E2010 Interior Signage 3 13-May-24 15-May-24 INT-E2260 Work Off Pre-Pu nch 5 16-May-24 22-May-24 INT-F41520 Attic Dry Pipe 5 17-Nov-23 27-Nov-23 INT-A�l 640 h-Wall-Elec4ical&Data 8 28-%23 07-Deo-23 INi-P�1650 h-Wall - Flu Plumbing 5 29-Nov-23 OS-Dec INi-h1660 In -Wall Bbckirg 4 05-Deo-23 08-Deo-23 INT-A-1670 In -Wall Inspections 3 11-Dec23 13-Dec-23 WBS Grouped 30-May-23 09:45 �31aH2125aS 1U2�2N U 3OH 1101 AA213101M 2I2501J112101aJ11212111I2Y1212�131 11aI1112I0101112�3101I2I21111200111�)1011111e 5M �16 Ac Jp❑ In -Wall -Plumbing 0 In:Wall - Bedhical & Data ❑ In�Wall Blocking 1 In -Wall Inspections I I I ❑ Walllnsdation ■ Drywall & Fire Tape Attic! ❑ Hang Drywall 00 OH F ough - Mechanical i OH Plough - Eactrical Rough - - -- - - - - %_ ■ O W -'___________________________________________ IPlumbingl Dyct Insulation MIPull Electrical Wire OH Rough - Fire Sprinlder Piping Insulation LV&FA Ca__________________________________________________ ble Pulls I I I I ■ Frame Hardlid Ceilings & Furrdownls Start-up Mach Equipment 1 Layojtt MEP Dfops @ Hardlids 1 Conditioned Pie I _-------- _-------- _-------- 0 Tit pe/FloaU1st Coat Drywall ; MEP Hardlid Inspections Hahg Hardlid Ceilings ❑ Install Ceiling Grid -----*--------'--------*-------- *-------- �-------- ■ Ta a/FIo�Ulst Coat Ceilings: _______ P 9 ❑ ',MEP Ceiling TrimoUt-ACT =1 MEP WAI Trim -out: ❑ Interior Glazing FM Hydrq Tea 1 MEP OH Inspections O I T} I I I I I I MEP m-0ut-Wandlids I 10 Set Shower Pans ❑ Nurse Station Slit Install Drop ceiling Tile; IIIIIIIIIN Install Wall Rotecbon I ■ Millwork Install; E Install Flooring ❑ Doors & Hardware Install ❑ hre-Clean:E ■ Plumbing Fxtures -- - ----------*--------*-------- --- - - - --`--- ❑ D,stall Wall ; Base 10 Specialities Install' ❑ Final Trade Inspections Final Paint 1 Prd-Punch List ---- ---- --- ------- ---- ---- --- 1 Interior Signage ■ Work Off Flre-Pu ndrl 17.May-24, Segment O Attic Dry Pipe In -Wall - Beckical & DAa; ---------- '------- -'--------'--------'----------------F `--------'-------- -------- In -Well -Plumbing ------------------ ------- Q Flurrbin`9- 0 In -Wall Bbcldrg 1 In -Wall inspections Actual Work Critical Remaining W... I Page 8 of 11 I TASK filter: Not Completed. O Remaining Work ♦ ♦ Milestone © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-95OA-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activity ID I Activity Name INT-41970 Wall Insdation INT-h1620 Hang Dywall INT-41560 Drywall & Fire Tape Attic INT-h1860 OH Rough - Mechanical INT-41840 OH Rough - Electrical INT-h1870 OH Rough - Plumbing INT-41570 Dud Insulation INT-4192D Pull Electrical Wire INT-h1850 OH Rough - Fire Sprinkler INT-41880 Piping Insulation INT-h1770 LV & FA Cable Pulls INT-41610 Frame Hardlid Ceilings & Fundowns INT-h1940 Start-up Mach Equipment INT-41760 Layout MEP Drops @ Hardlids INT-h1530 Conditioned Air INT-41960 Tape/FloaU1st Coat Drywall INT-41790 MEP Hardlid Inspections INT-h1630 Hang Hardlid Ceilings INT-41680 Install Ceiling Grid INT-h1730 Install Wood Ceiling in Lobby INT-4195D Tape/FloaU1st Coat Ceilings INT-h1820 MEP Wall Trim -out INT-41830 Millwork Install INT-h1740 Interior Glazing INT-h1780 MEP Ceiling Trimbut -ACT INT-41810 MEP Trim -Out - Hardlids INT-A1720 Install Wall Protection INT-41700 Install Tile Flooding INT-h1600 FM Hydro Test INT-41800 MEP OH Inspections INT-h1550 Drop Ceiling Tiles INT-41690 Install Flooring INT-A1930 Specialities Install INT-A1540 Doors & Hardware Install INT-41890 Plumbing Fixtures INT-h1710 Install Wall Base INT-41900 Pm -Clean - A INT-h1580 Final Paint INT-41590 Final Trade Inspections INT-h1910 Pm -Punch List INT-4175D Interior Signage INT-A1980 Work Off Pre -Punch Site Improvements SI-1010 Exterior Signage SI-1000 Exterior Fencing SI-1060 Site Lighting UG Rough SI-1070 Stdping Pour LP1040 orm/Rebar#1 Lipal Start Duration 5 14-Dec23 5 21-DIeo-23 6 09Jan-24 7 18Jan-24 8 18Jan-24 6 29Jan-24 7 29Jan-24 10 30Jan-24 71 06-Feb-24 6 5 5 3 2 1 9 1 3 8 7 7 10 3 5 4 3 6 1 2 5 4 5 5 5 4 06-Feb-24 13-Feb-24 21-Feb-24 21-Feb-24 26-Feb-24 26-Feb-24 27-Feb-24 28-Feb-24 29-Feb-24 04-Mar-24 04-Mar-24 05-Mar-24 11-Mar-24 11-Mar-24 11-Mar-24 13-Mar-24 14-Mar-24 14-Mar-24 15-Mar-24 20-Mar-24 20-Mar-24 22-Mar-24 15-Apr-24 19-Apr-24 19-Apr-24 19-Apr-24 19-Apr-24 19-Apr-24 26-Apr-24 26-Apr-24 08-May-24 08-May-24 13-May-24 helrsh 20-Dec-23 02Jan-24 17Jan-24 26Jan-24 29Jan-24 05-Feb-24 06-Feb-24 12-Feb-24 14-Feb-24 13-Feb-24 20-Feb-24 27-Feb-24 23-Feb-24 27-Feb-24 26-Feb-24 08-Mar-24 28-Feb-24 04-Mar-24 12-Mar-24 13-Mar-24 13-Mar-24 19-Mar-24 22-Mar-24 13-Mar-24 19-Mar-24 19-Mar-24 18-Mar-24 22-Mar-24 20-Mar-24 21-Mar-24 28-Mar-24 18-Apr-24 25-Apr-24 25-Apr-24 25-Apr-24 24-Apr-24 26-Apr-24 07-May-24 02-May-24 10-May-24 10-May-24 17-May-24 8 15-Apr-24 ' 24-Apr-24 8 28-May-24 06Jun-24 15 15-Aug-23 05Sep-23 5 17-Nov-23 27-Nov-23 13 29-Aug-23 15Sep-23 8 29-Aug-23 08Sep-23 4 11Sep-23 114Sep-23 WBS Grouped I 30-May-23 09:45 A M J J A S U N D J II\\ h M A (J M J J A S )101112I31011I2I25011l 112I0l a 112�3�a 11212511 1121101112�2101111125011 1I2 3 1I2 2JI ll1125I1 1112I310111212101 Ml1 10�0� 1�2�3�0 1 2 2�0� 1� 1� 210, 01 11 ` ��nsda�lan 4 Hang Drywall __--- _M Drywall &Film Tape - -Attic ----- ____ _______----- ______ ________ _________ _______ M ',OHRougIn-Mechanical OI OH Rough - Electkal ❑ OH Rough - Plumbing Q Duct I I I I IOInsulation' _--------- _-------- _________;________;_ ___----__-------- ,_____, __________________________________--------- ------- Pull ElectricalWire I O OH Rough - rire Sprinkler ❑ Piping Insulation ❑ W & FACoble Pulls: ❑ Frame Hardlid Ceilings & Fu0owns -------- _________;---------- _----------------- ------------------ r---------------------------- 0 Start-up Mach Equipment 1 Layout MEP Dropg @ Hardlos V Conditioned Air i 1ape/FIoaU1 st Doat Drywall I� MEP Hardlid hspedions ❑ Hang Flardlid Ceilings ❑ Install Ceiling Odd O Install Wood Ceiling in Lobby 0 Tape/Float/14t Coat Ceilings ED MEP Wall Trim -out ----------------_________--------- ;________;________;________;_ - _______llwork �, �, �I I I I I ���������, ��������, �I --O MiInstall I I I I 0 Interior Glaarig ❑ MEP Ceilin0dmout.ACT ❑ MEPTdm-put-Hardlids ❑ Install Wall Protection ------------------------------------I'------------------------ ------------------------- -----, --------�, --------�, --------�,I I I I --------�, --------, -------��, ----- hstall Tle Fbodng : I� FM Hydro test 1 MEP OH Idspections: ❑ Drop Celing Tiles ❑ Install noodhg _______________________________________ _ __,---___-______;-__-_--___________ _______ _____ ________, ________, ________, ________,________ _______,________,-----❑ _- ;- ;Sped --Ries Install ❑ jDoors & Hardware Install ❑ :Plumbing: Fixtures ❑ :Install Well Base ❑ : Pre -Clean -A O Final Paint Final Trade Inspections 0 Pre -Punch List 0 Interior Signage ❑ Work Off Pme Pu nch 06Juh-24, SWImprovements :Exterior Signage Q Exterior Fencing 274Jov-23, HardsNapes & Lighting - O Site Lighting UG Rough e : Striping �!I 03-W 23, Loop: Road Paling VW-/ 15Sep-23, flour#1 j I M Lime;#1 - ---- --- - ------------- --- ---- ---- --- ■ orm/Rebar#1 - - - - Actual Work Critical Remaining W... Page 9 of 11 TASK filter: Not Completed. O Remaining Work ♦ ♦ Milestone © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Lginal /Activity ID Activlty Name Start hlnlsn Duration LP1060 I Pour#1 1 15-Sep-23 15Sep-23 Par 15 30-Aug-23 �OSep-23 LP1010 Lime #2 4 30-Aug-23 05Sep-23 LP1070 Form/Rebar#2 3 15-Sep-23 19Sep-23 LP1080 Pour#2 1 20-Sep-23 20Sep-23 Pour Mr 17 31-Aug-23 25Sep-23 06Sep-23 LP1020 Lime#3 4 31-Aug-23 LP1090 Fonn/Mbar#3 3 20-Sep-23 22Sep-23 LP1100 Pour#3 1 25-Sep-23 25Sep-23 LP1030 Lime #4 4 01-Sep-23 07Sep-Sep LP1110 Fonn/Rebar#4 3 25-Sep-23 I 27Sep-23 LP1120 Pour#4 1 28-Sep-23 28Sep-23 Pour#50%14 14-Sep-23 -Cct-23 LP1050 Lime #5 4 14-Sep-23 19Sep-23 LP1130 Form/Rebar#5 3 28-Sep-23 02-Oct-23 LP1140 Pour#5 1 03-Oct-23 03-Oct-23 30-Oct-23 24-Oct-23 Lime #6 4 19-Oct-23 FtLP�2000 LP2010 Form/Rebar#6 3 25-Oct-23 27-Oct-23 LP2030 Pour#6 1 30-Oct-23 30-0ct-23 Pour#7 8 25-Oct-23 103-Nov-23 LP2020 Lime #7 4 25-Oct-23 LP2040 Form/Rebar#7 3 31-Oct-23 F316-Cct-23 -Nov-23 LP2060 Pour#7 103-Nov-23 -Nov-23 Pour#8 1 8 31-Oct-23 109-Nov-23 03-Nov-23 LP2050 Lime#8 4 31-Oct-23 LP2070 Fonn/Rebar#8 3 06-Nov-23 08-Nov-23 LP2090 Pour#8 1 09-Nov-23 09-Nov-23 - v-2 %o 23 #9 4 06-Nov-23 09-Nov-23 7080me /Pebar#9 3 13-Nov-23 15-Nov-23 #9 1 16-Nov-23 16-Nov-23 SI-1020 Irrigation 20 17-Nov-23 18-Dec-23 SI-1030 Landscaping 30 15-Apr-24 24-May-24 Commissioning/ Inspections/ DFE 117 22-Feb-24 08-Aug-24 cX-1010 80%-TDSHS Inspection 0 22-Feb-24 CX-1120 Point to Point Controls - Segment B 6 26-Mar-24 03-Apr-24 CX-1130 Point to Point Controls - Segment C 6 05-Apr-24 12-Apr-24 CX-1140 Point to Point Controls - Segment D 6 16-Apr-24 23-Apr-24 CX-1150 Point to Point Controls - Segment E 6 23-Apr-24 30-Apr-24 CX-1110 Point to Point Controls - Segment A 6 29-Apr-24 06-May-24 CX-1160 Preliminary TAB Report 10 07-May-24 20-May-24 CX-1050 Final TAB Report 10 21-May-24 04Jun-24 CX-1040 Final dean 4 23-May-24 29-May-24 CX-1060 Fire Aarm Pre -Testing 5 30-May-24 05Jun-24 CX-1080 Health Inspection - Kitchen 5 30-May-24 05Jun-24 CX-1070 Fire Marshal Inspections 4 06Jun-24 11Jun-24 CX-1170 TOO 5 12Jun-24 18Jun-24 CX-1020 Commissioning -3rd Party Agent 10 12Jun-24 26Jun-24 CX-1030 COO 3 05-Aug-24 07-Aug-24 CX-1000 100 % - TDSHS Inspection 1 08-Aug-24 08-Aug-24 WBS Grouped I 30-May-23 09:45 A M J J A S U N U J h M H M J J A S U� 111�250� 11112�31W 11212� a1� 1125 a11112I3101112�21011 'I 01112I31011I2I25011I 112I 01 a112�3�W 112125011I 1I21 0oiur 1 1�2I0�0�1�2�3�0 1 2 2�0�1�1�210, 0111 Z 1112�21 �/p2bSep-23: Pour#2 1 Lime #2 ❑ FbmJRebah#2 - -- - ------------------------------�- Pour#2 ----------------------------------------- T—mill":25-Sep-20, Pour p Lime j 3 0 Fomn/Reb9r#3 Pour #3 '- - -----�-------�-------�-------�I r� 28Sep-23. Pour#4 - - - - - '- - ----------------------------'-------- ---------------------- 0 Form/Rebar #4 ^03-Oct 23, Pour�k5 - --------'---------'- -'-- -------'--------_ _ ------'--------- ---------- - j E Lime#5 `--------`------------------------------------ ------- ❑ Form/Rebar#5 :I Pour#5 T/ 16-Nov-23, Parking Lot & Sidewalks O#ct-Q3, Pour#¢ -------�I _ r�L m30e- I I I ,I I I I I I,_________,_________,_________,_________________❑ I 0 Form/Rebar #6 II Pour#6 Pr!I 0344oy-23, Pour;#7 110; Lime #7 L ___-__.________ _ _______ _________________ - - - - ------p Form/Rebar#7 ________ ________ ________ __________________ _______ :I PourO 094v-23, Pour #8 0 Lime 48 0 FomyRebar #& ��I ��I L l - - - - - - - - - -- ------ I------- ----�� ------ -------�------�I - - - -------------------------------Pour#8------� '-------- -------�I ------------------------------------------- �I �I Ir/ 1fi-Nov-23, Pour#9 0 Lime #9 1 Fofm/Rebar#9 Pdur #9 -----,--------,--------,--------,�--------------------------------� ------------- ---------------- Z4-May-24, Landscaping InIgation Landscaping 08-Aug-24, C. ♦ 00%- TD$HS lnspeFtion --------------'--------'----------------------------------------;------------------------ ------------------------------------------------- 0 Point tb Point Cdntmis - Segment B: ❑ Point to Point: Controls ,Segment C ❑ point to Point Controls - Segment D ❑ Point to: Point Controls - Segment E I- I� Point jo Point Ctontrols- $egmentgI - - -------- -o ----------------------------- P.Wiminaq!TAB Repbrt En Final TAB Report ■: Final pean ■ Fire Alarm Pr 76sting 01 Health Inspectign - Kitchen ■ FirelMarshal Hsped'ans ■ Tbo 10 Commissioning - 3rd PartyF 1 COO I 100/p-TDSH Actual Work Critical Remaining W... Page 10 of 11 TASK filter: Not Completed. Remaining Work ♦ ♦ Milestone I © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA-MHW-Alliance Baseline (Final) Activrty IL) I Actroty Name Owner Activities & Milestones CX4000 IDF/MDF Readiness Date CX4010 IDF/MDF Buildout CX4020 Nurse Call Tenn inations 0(4030 AN System Terminations CX4040 Wireless Survey HCA T&S 0(4050 OCFI Delivery & install 0(4060 Owner Punch List CX4070 Owner Furniture & Equipment Actual Work Critical Remaining W... 0 Remaining Work ♦ ♦ Milestone WBS Grouped I 30-May-23 09:45 LinalStart rinisn 012130h1220112j0NNJ12(J310� 11 11 11112 01112�2101 I112)0111112310�11212, I I �L� J A S Duration) pl I I I I I I I I I I I "I I I 1 1 2 1 1 2 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 6 1091 26-Feb-24 101-Aug-z4 1 I 01-Aug}24. O.wr 0 26-Feb-24IDF/MDF Readiness Date 20 27-Feb-24 25-Mar-24 :IDF/MDF Buildout 30 28-Mar-24 09-May-24� Nu r Call Telrq inations j 21 28-Mar-24 26-Apr-24 O AN System Terminations ---------*------------------------------ - - ------- 5 26-Apr-24 02-May-24 ----* 0 Wireless Survey HCA T&S; 7 30-May-24 07Jun-24 0 OCFGDelivery$ install 30 07Jun-24 22Jul-24 0 Owner Punch List 30 20Jun-24 01-Aug-24Owner PuumRure Page 11 of 11 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT I ADDENDUM TO SUBCONTRACT FOR TEXAS PROJECTS In the event the Project for which this Subcontract is being entered is located in Texas, Subcontractor's obligations under the Subcontract shall include the following revisions to the Subcontract which shall be made part of the Subcontract as if fully set forth therein. 1. Article 9(d) of the Subcontract is replaced with the following: (d) INDEMNIFICATION. (d)(1) TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR EXPRESSLY AGREES TO DEFEND (AT SUBCONTRACTOR'S EXPENSE AND WITH COUNSEL ACCEPTABLE TO CONTRACTOR), INDEMNIFY, AND SAVE AND HOLD HARMLESS CONTRACTOR, AND IF REQUIRED BY THE PRIME CONTRACT, THE OWNER, THE ARCHITECT/ENGINEER AND THE OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, SUCCESSORS, ASSIGNS, SUBCONTRACTORS, OR SUPPLIERS OF ANY OF THEM (COLLECTIVELY, THE "INDEMNIFIED PARTY(IES)"), FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES, CAUSES OF ACTION, DAMAGES, LIABILITIES, AND EXPENSES OF ANY KIND WHATSOEVER, INCLUDING, WITHOUT LIMITATION, ALL EXPENSES OF LITIGATION AND/OR ARBITRATION (AS THE CASE MAY BE), COURT COSTS, ATTORNEYS' FEES AND EXPENSES, FEES AND EXPENSES OF EXPERTS AND CONSULTANTS, ARBITRATOR'S FEES AND ARBITRATION ADMINISTRATIVE FEES (COLLECTIVELY "LOSSES"), ARISING OUT OF OR IN CONNECTION WITH, OR ALLEGED TO ARISE OUT OF OR IN CONNECTION WITH, INJURIES TO OR THE DEATH OF ANY PERSON WHOMSOEVER, CLAIMS FOR DAMAGES FROM ANY THIRD PARTY, OR ANY AND ALL DAMAGES TO PROPERTY (INCLUDING THE LOSS OF USE THEREOF), REGARDLESS OF POSSESSION OR OWNERSHIP, TO THE EXTENT ARISING OUT OF, RESULTING FROM, OR ATTRIBUTABLE TO 1) THE VIOLATION OF ANY ORDINANCE, REGULATION, STATUTE OR OTHER APPLICABLE LAW BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR (OR ANY OF THEIR EMPLOYEES) OF ANY TIER AND/OR (2) BODILY INJURY OR DEATH OF ANY PERSON, OR PROPERTY DAMAGE, INCLUDING LOSS OF USE OF PROPERTY, ANY OF WHICH ARISE OR ARE ALLEGED TO ARISE OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT OR SUBCONTRACTOR'S PERFORMANCE OF THE WORK OR OTHER ACTIVITIES OF SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR, OF ANY TIER, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY ANY ACT OR OMISSION OF SUBCONTRACTOR, ITS SUB - SUBCONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR OR ANYONE FOR WHOSE ACTS SUBCONTRACTOR MAY BE LIABLE PROVIDED THAT SUBCONTRACTOR SHALL NOT BE REQUIRED TO INDEMNIFY OR DEFEND AN INDEMNIFIED PARTY TO THE EXTENT SUCH LOSS ARISES FROM ITS OWN NEGLIGENCE EXCEPT AS PROVIDED IN PARAGRAPH'S (d)(2) AND (d)(3). (d)(2) INDEMNITY — EMPLOYEE INJURY CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH (d)(1) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES , ARISING OUT OF, RESULTING FROM OR ATTRIBUTABLE TO ANY CLAIM OF BODILY INJURY, SICKNESS, DISEASE OR DEATH OF ANY EMPLOYEE OF SUBCONTRACTOR, ANY SUB -SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY OF ITS SUB -SUBCONTRACTORS, BROUGHT BY SUCH INJURED EMPLOYEE, SAID EMPLOYEE'S SPOUSE OR FAMILY, OR THE EMPLOYEE'S WORKERS COMPENSATION INSURANCE CARRIER (HEREINAFTER REFERRED TO AS AN "EMPLOYEE INJURY CLAIM"), EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF AN INDEMNIFIED PARTY, IT BEING THE EXPRESSED INTENT OF THE CONTRACTOR AND SUBCONTRACTOR THAT, IN SUCH EVENT, THE SUBCONTRACTOR WILL INDEMNIFY, HOLD HARMLESS AND DEFEND THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, WHETHER IT IS ALLEGED TO BE THE SOLE OR CONCURRING CAUSE OF THE BODILY INJURY, SICKNESS, DISEASE OR DEATH OF THE EMPLOYEE. In claims against any person or entity indemnified under this Paragraph (d)(2) by an employee of the Subcontractor or by such employee's spouse or family, a Sub - subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under this Paragraph (d)(2) will not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Subcontractor or a Sub -subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts and shall extend to and include any actions brought by or in the name of any employee of Subcontractor or of any third party to whom Subcontractor may sublet a part of the Work. This liability shall be enforceable SC30 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF against Subcontractor whether Contractor's damage, loss or expense is established by judgment or arbitration or settlement and whether or not Subcontractor participated in such litigation or arbitration or settlement. (d)(3) INDEMNITY — COPYRIGHT INFRINGEMENT CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH'S (d)(1) AND (d)(2) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES ARISING OUT OF OR RELATING TO ANY CLAIM AGAINST OWNER OR INDEMNITEES ASSERTING INFRINGEMENT OR ALLEGED INFRINGEMENT OF A PATENT, TRADEMARK, COPYRIGHT OR OTHER INTELLECTUAL PROPERTY RIGHT IN CONNECTION WITH THE INSTRUMENTS OF SERVICE OR OTHER DESIGN DOCUMENTS FURNISHED BY SUBCONTRACTOR OR THROUGH CONTRACTOR OR ITS SUBCONTRACTORS, EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF THE INDEMNIFIED PARTIES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. (d)(4) INDEMNITY - LIEN CLAIMS. SUBCONTRACTOR HEREBY AGREES TO FULLY, AND COMPLETELY INDEMNIFY, DEFEND AND HOLD THE INDEMNIFIED PARTIES HARMLESS FROM ALL LOSSES ARISING FROM LIENS, OR CLAIMS OF RIGHT TO ENFORCE LIENS (EACH A "LIEN CLAIM"), AGAINST THE JOBSITE OR THE IMPROVEMENTS TO BE ERECTED THEREON ARISING OUT OF ANY WORK TO BE PERFORMED OR LABOR OR MATERIALS TO BE FURNISHED BY SUBCONTRACTOR AND ITS SUB - SUBCONTRACTORS OF ANY TIER, LABORERS, MECHANICS OR MATERIALMEN PERFORMING WORK UPON OR FURNISHING MATERIALS FOR THE WORK. Neither final payment by Owner or Contractor, nor acceptance of the work shall be deemed to constitute a waiver or release of the foregoing obligation. If any such Lien Claim shall at any time be filed, Subcontractor shall immediately pay such or proceed with discharging or bonding around the lien claim as provided herein and in accordance with Applicable Law. Subcontractor shall deliver to contractor within forty-eight (48) hours of Subcontractor's receipt of copies, or knowledge, of all notices related to the Owner, the Contractor, the Project, this Subcontract or any other filings received by Subcontractor or that are otherwise filed by any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work. Subcontractor shall promptly pay each sub - subcontractor, laborer, mechanic and materialmen, and will keep the work and jobsite free and clear of any and all liens and claims of lien; provided, however, if a lien is filed and if Subcontractor wishes to dispute such lien, Subcontractor shall promptly advise Contractor thereof in writing and file in the county where such lien claim is asserted with a copy to the Contractor, no later than ten (10) days after the filing of such lien claim, a statutory bond in compliance with Chapter 53 of the Texas Property Code in an amount sufficient to cause such lien to be removed as a matter of record. If Subcontractor fails to post such bond within ten (10) days after assertion of the lien, then Contractor shall have the right (but not the obligation) to cause such lien to be removed as a matter of record, through payment, settlement thereof or otherwise, and to deduct the cost thereof, including its attorney fees incurred as a result of such lien claim, from sums otherwise due to Subcontractor under the agreement. (d)(4)(1) Arbitration to Determine Validitv of Lien. Notwithstanding any provision contained herein to the contrary, in the event that Subcontractor or any of any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work asserts or files a lien or bond claim against the Project, Contractor may initiate an arbitration to determine the validity of such lien or bond claim by providing written notice to the entity or individual asserting the lien or bond claim. Arbitration pursuant to this section shall be limited to determining whether the lien or bond claim is invalid and subject to judicial removal under the Texas Property Code or other Applicable Law, as defined herein. (d)(4)(1)(1) Contractor and Subcontractor shall have three (3) days from the date Contractor provides notice under Section (d)(4)(1) to select an arbitrator. If either Party should fail to timely select an arbitrator, the selection of the Party providing a choice shall so serve. A final hearing to determine the validity of the lien or bond claim shall be held no later than the 20th day after Contractor provides notice as set forth in Section (d)(4)(1). (d)(4)(1)(2) Should the lien or bond claim be found invalid and subject to judicial removal, Contractor may move for confirmation of the arbitrator's award in any court of competent jurisdiction. (d)(4)(1)(3) Subcontractor shall obtain the written consent of all its subcontractors, laborers, vendors or suppliers to participate in the arbitration described above and provide this written consent to Contractor immediately upon demand. (d)(5) Nothing herein shall be construed to require the Subcontractor to indemnify any of the Indemnified Parties for an indemnified claim to the extent caused by or resulting from any Indemnified Party's own negligence unless otherwise permitted under Chapter 151 of the Texas Insurance Code. It is agreed that with respect to any legal limitations now or hereafter SC31 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF in effect and affecting the validity and enforceability of the indemnification obligations in this Agreement, such legal limitations are made a part of the indemnification obligations to the minimum extent necessary for this Agreement to conform to the requirements of such limitations, and as so modified, the indemnification obligations shall continue in full force and effect. This indemnification provision is intended to comply with Chapter 151 of the Texas Insurance Code and shall be read as broadly as permitted to satisfy that intent. (d)(6) The provisions of this Article 9(d) shall not be limited in any way by the amount or type of insurance obtained by Contractor, Owner, any other Indemnified Parry, or any of their consultants, contractors, subcontractors or suppliers. In all contracts between Subcontractor, any of its Sub -subcontractors of any tier, or suppliers, Subcontractor shall require such Sub - subcontractor or supplier to indemnify, defend and hold harmless the Indemnified Parties to the same extent that Subcontractor must indemnify, defend and hold harmless the Indemnified Parties pursuant to this Article 9(d). (d)(7) The Subcontractor's indemnification obligations expressly include all costs and expenses of litigation and/or arbitration, court and arbitrator's fees, costs, attorneys' fees, fees of experts and consultants, settlement costs and expenses and all other costs and expenses in connection with the litigation or arbitration, without reimbursement from Contractor, whether or not the claims made for loss, injury, damage or property damage are determined to have merit, and regardless of whether the defense of Contractor is maintained by Contractor or assumed by Subcontractor. Contractor, in its sole discretion and at its sole option, may defend any or all of the indemnified claims or tender to Subcontractor the defense of any or all of the indemnified claims. If Contractor elects to tender defense to Subcontractor, Subcontractor shall be bound and obligated to assume the defense of Contractor in the indemnified claims, including any settlement negotiations arising therefrom. (d)(7)(i) It is understood and agreed by Subcontractor that if Contractor tenders the defense of an indemnified claim to Subcontractor and Subcontractor fails or neglects to assume the defense thereof, Contractor may compromise and settle or defend any such suit or action, and Subcontractor shall be bound and obligated to reimburse Contractor for the amount expended by settling or compromising any such claim, or for the amount expended by Contractor in paying any judgment rendered therein, together with all attorneys' fees and costs of litigation incurred by Contractor. (d)(7)(ii) Neither final payment by Contractor nor acceptance of the Work performed by Subcontractor shall constitute a waiver of the foregoing indemnities and notwithstanding any other provision contained in this Subcontract Agreement, the provisions of this Article 9(d) shall survive the termination, expiration or completion of this Subcontract Agreement. SC32 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT J SITE SPECIFIC SAFETY PLAN SC33 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF V" WHITING -TURNER DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF HCA Behavioral Health Hospital Fort Worth 9000 North Freeway, Fort Worth, TX 76244 Prepared by: Krystal Atcheson-Todd The Whiting -Turner Contracting Company 300 E. Joppa Road Towson, Maryland 21286 1 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 1. Environmental, Health and Safety Policy The elimination of accident/incidents related to Whiting -Turner operations is one of our greatest responsibilities. Morally, legally, and financially, we are compelled to make every reasonable effort to eliminate hazards from our operations and to complete our projects without accident/incidents. We must constantly strive to improve our safety success through the implementation of best practices that will enable us to more effectively identify and mitigate potential hazards. Unless predetermined otherwise, our project superintendent is our job site safety representative, and as such is primarily responsible for maintaining an effective culture of safety excellence. It is vital to our continuing success that all Whiting -Turner operations personnel be constantly vigilant in planning and executing our work in a manner that provides a safe environment for everyone. We must instill this same commitment and attitude toward safety in all workers on all projects! Thank you for all you do every day to maximize our safety success. Timothy J. Regan President © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 2 1 P a g e DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 2. Commitment to Safety Excellence The Whiting -Turner Contracting Company firmly believes that safety is of paramount importance on all its projects. It is widely known that there is a direct correlation between unsafe acts and (a) incidental injury, (b) occupational illness, and (c) property damage. For that reason, Whiting -Turner strives to create a culture of safety excellence through leadership, integrity, collaborative risk assessments and pre- planning strategies that provide tradespersons with the tools to perform their tasks safely and deters unsafe acts. Whiting -Turner's Environmental, Health and Safety Manual will serve as the basis on which the culture of safety excellence will be upheld and improved upon. Maintaining a culture of safety excellence through commitment, communication, and compliance makes more attainable our goals of • zero fatalities; • zero permanent injuries; • zero impact on public personnel or property; • and zero accident/incidents that would adversely impact the client, cost, or schedule. All Whiting -Turner employees shall adhere to all the principles, policies, and procedures of Whiting - Turner's EH&S Manual. Likewise, all contractors/subcontractors engaged in work on Whiting -Turner projects or on behalf of Whiting -Turner shall adhere to all the applicable principles, policies, and procedures of Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site -Specific Safety Plan. Adherence to this plan and Whiting -Turner's Contractor/Subcontractor Plan does not absolve any contractor/subcontractor from its legal/contractual obligation to submit a safety program, which meets or exceeds the requirements of the Whiting -Turner Contractor/Subcontractor EH&S Manual, the contract documents and federal, state, local or other applicable regulations. Dusty Roberts Project Manager Krystal Atcheson-Todd Project Superintendent James Garcia EH&S Manager © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 3 1 P a g e DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 3. Background Information 3.1. Project Organization: Owner: HCA Project Executive: Brent Schoolfield Project Manager: Dusty Roberts Project Superintendent: Krystal Atcheson-Todd 3.2. Project Description: 65,000 SF single -story wood -framed behavioral health hospital in Fort Worth, TX. Project features include: 88 patient beds, a full -service kitchen and dining rooms, several therapy rooms, two interior courtyards, a separate gym facility, site utilities, parking lots, paving, high security fencing, and landscaping. 3.3. Site History and Hazard Assessment: This plot is a greenfield site with minimal public site utilities and a perimeter fencing. No development has been done previously. 3.4. Phases of Work: The definable features of work contemplated for the project have been set forth and are listed below in Section 15. The Activity Hazard Analysis (AHA) for each definable feature of work will be prepared to identify hazardous activities and set forth safe practices and procedures for each hazardous activity associated with the work phase. The AHA will be further defined and discussed during the preconstruction meeting. 4 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 4. Project Responsibilities 4.1. Project Manager 4.1.1. Overall authority and responsibility to implement and manage the project's Site -Specific Safety Plan. 4.2. Project Superintendent 4.2.1. Responsible to enforce compliance with Whiting -Turner's Site -Specific Safety Plan, OSHA Standards, and all other Federal, State, and Local Safety Codes and Regulations. 4.2.2. Responsible for coordination of Whiting -Turner workforce and contractors/subcontractors to ensure that a logical, systematic progression of work takes place. 4.2.3. Responsible to assist contractors/subcontractors in pre -planning their operations to prevent personal injury and property damage. AHAs and pre -task plans for new or modified operations are to be reviewed prior to the operation's commencement. 4.2.4. Responsible to schedule, distribute notification, and chair mandatory safety meetings. 4.2.5. Responsible to notify contractors/subcontractors of a safety noncompliance. This notification will include the allowable time limit for compliance or correction shall be made by Whiting -Turner and back charged to the contractor/subcontractor . A copy of any written notice, including all noncompliance items and date of correction will be filed in the project files. 4.2.6. Responsible to assist in the investigation of accidents, incidents and near misses in conjunction with the contractor's/subcontractor's foreman, and safety representative. 4.3. Subcontractor Project Managers/Outside Superintendents/Foreman 4.3.1. Has overall responsibility for ensuring the safety of the workers reporting to him/her. 4.3.2. Shall ensure that his/her employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual, and this Site -Specific Safety Plan. 4.3.3. Shall ensure compliance with the site -specific safety orientation process for all their personnel assigned to the project. 4.3.4. For activities where pre -task plans are required, shall ensure that daily pre -task plans are completed, submitted to Whiting -Turner for review, and then reviewed with the work crew(s) prior to commencing. 4.3.5. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.3.6. Shall attend all required meetings for which Whiting -Turner requests their presence. 5 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 4.3.7. Shall investigate all accident/incidents and near misses in conjunction with the Whiting - Turner Superintendent, and contractor/subcontractor safety representative. 4.3.8. Contractor/Subcontractor Safety Representative: 4.3.8.1. Shall ensure that their employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site - Specific Safety Plan. 4.3.8.2. Shall ensure compliance with the site -specific safety orientation process for all personnel assigned to the Project. 4.3.8.3. Shall train their employees to perform their work in a safe manner and to recognize [and correct] unsafe condition and unsafe acts. 4.3.8.4. Shall make a minimum of one complete safety inspection of their work per week with a written report to the Whiting -Turner Project Team noting the corrective action to identified hazards. 4.3.8.5. Shall attend each weekly project safety representative meeting. 4.3.8.6. Shall chair each weekly tool -box talk, with written minutes and provide copies weekly to the Whiting -Turner Project Team. 4.3.8.7. Shall report all safety -related matters to the imbedded Whiting -Turner EH&S Personnel (if applicable) and Whiting -Turner Superintendent. 4.3.8.8. Shall be responsible for the contractor/subcontractor accident/incident reporting requirements. 4.3.8.9. Shall investigate any accident/incident involving their employee and submit accident/incident investigation reports to Whiting -Turner Safety Department within 24 hours. 4.3.8.10. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.4. Project Employee 4.4.1. Shall attend the project safety orientation and complete the orientation acknowledgement form prior to beginning work on this project. 4.4.2. Shall perform their work in a safe manner for prevention of harm to themselves, fellow workers, the general public, and to prevent property damage of all concerned. 4.4.3. Shall attend weekly Tool -Box Talks. 4.4.4. Shall alert their foreman of hazards and unsafe acts. 4.4.5. Shall notify their foreman immediately of any accident/incident. 6 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 4.4.6. Shall comply with their company's safety program, Whiting -Turner's Contractor/Subcontractor EH&S Manual, this Site -Specific Safety Plan, and all applicable Federal, State, and Local Codes and Regulations. 5. Responsibilities and Lines of Authority 5.1. Identification and Accountability of Personnel: The Whiting -Turner Contracting Company does not intend to insert itself in the employer - employee relationship. Therefore, each employer on Whiting -Turner's project will be accountable for monitoring compliance and enforcing the policies and procedures as set forth in this Site - Specific Safety Plan, and all applicable contractual documents, for their respective employees. If compelled and to uphold the commitment to safety excellence, Whiting -Turner will engage any worker or tradesperson (and their direct supervisor) who has left an unsafe condition or who has been observed committing an unsafe act. 5.2. Lines of Authority: The following personnel shall have the authority to intervene and suspend work in the interest of safety policy compliance: 5.2.1. ALL Project Personnel and Vendors Note: that following a safety work stoppage, the responsible contractor/subcontractor and the Whiting -Turner project team shall be notified immediately. Whiting -Turner will facilitate the prompt corrective action of the unsafe act or condition with the responsible contractor/subcontractor . After satisfactory correction of the unsafe act or condition, the Whiting -Turner project team will authorize work to resume. 5.3. List of Emergency Phone Numbers and Points of Contact: Project Superintendent: Krystal Atcheson-Todd Cell: 469-304-8882 Project Manager: Dusty Roberts Cell: 682-206-8150 Area EH&S Manager: James Garcia Cell: 469-560-6690 Senior Project Manager: Brent Schoolfield Cell: 469-853-1774 6. Subcontractors and Suppliers 6.1. Identification of contractor/subcontractor s and Suppliers: 7 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 6.1.1. A list of contractor/subcontractors and suppliers by name, discipline, contact name, and telephone number shall be available at the project office for review. 6.2. Means for Controlling and Coordinating contractor/subcontractors and Suppliers: 6.2.1. A copy of the Site -Specific Safety Plan will be made available to all contractor/subcontractors at the Project Site and are required to comply with the requirements as set forth therein. 6.2.2. All contractor/subcontractor s and vendors, shall be required to comply with the policies and procedures indicated within this Site -Specific Safety Plan as well as the policies and procedures contained within the following publications: 6.2.2.1. Occupational Safety & Health Standards for the Construction Industry (CFR) 29 Part 1926 6.2.2.2. Occupational Safety Standards for General Industry CFR 29 Part 1910. 6.2.2.3. The Whiting -Turner Contracting Company EH&S Manual 6.2.2.4. Contractor/Subcontractor EH&S Manual 6.3. Safety Responsibilities of contractor/subcontractor s and Suppliers: 6.3.1. Subcontractors are required, upon execution of subcontract, to comply will all safety policies and procedures in effect on the job site. 6.3.2. All contractor/subcontractor s shall be responsible for providing all necessary safety equipment, training, and shall assure a drug -free work force for their personnel. The responsible contractor/subcontractor shall ensure that all safety information is communicated to workers in a language they understand. contractor/subcontractor s must provide someone to translate for employee's who are not fluent in English. 6.3.3. Each contractor/subcontractor with personnel on the job site shall be required to attend each job site safety meeting conducted by The Whiting -Turner Contracting Company's Site Safety Manager. contractor/subcontractor s are required to hold their own individual safety meetings weekly and provide a copy of the meeting to The Whiting -Turner Contracting Company. 6.3.4. Each contractor/subcontractor shall be required to have a person trained in CPR and First Aid on site during contractor/subcontractor -construction activity. 6.3.5. Each contractor/subcontractor to maintain first aid kits on the job site. 6.3.6. Subcontractors are required to develop the Activity Hazard Analysis (AHA) for their definable feature of work, per the AHA Form and as outlined in paragraph 3.4. 6.4. Pre -Construction Submittals 6.4.1. Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 6.4.1.1. The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. 6.4.1.2. The contractor/subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the contractor's/subcontractor's employees are working 6.4.2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. 6.4.3. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 6.4.4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. 6.4.5. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. 6.4.6. A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. 6.5. Safety Management 6.5.1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand-downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 6.5.2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: 6.5.2.1. Minimum requirement proof of OSHA 30 hour submitted 6.5.2.2. Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting - Turner's EH&S Manager regarding the contractor's/subcontractor's site - specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and 9 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. 6.5.3. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. 6.5.3.1. Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. 6.5.3.2. One documented inspection shall be conducted each week. 6.5.4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. 6.5.4.1. The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. 6.5.5. The contractor/subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. 6.5.6. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. 6.5.7. The contractor/subcontractor 's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. 6.5.8. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan 6.5.9. All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 6.5.10. Accident/incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed 101Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. 6.5.11. Only communication radios are permitted on Whiting -Turner projects. 11 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 7. Training and Project Meetings 7.1. Safety Indoctrination Training Subjects: 7.1.1. The following must be presented to all Whiting -Turner employees and contractor/subcontractor employees prior to beginning work: 7.1.1.1. The Whiting -Turner safety orientation and the orientation acknowledgement form 7.1.1.2. Expectations for controlling water & moisture on the project 7.1.1.3. Hazard communication information specific to the project 7.1.1.4. Project specific emergency action plan 7.1.1.5. Safety programs specific to the project (AHA's, PTP's, PPE) 7.1.1.6. Other specific safety related information about the project 7.1.2. Hazard Communication Program: 7.1.2.1. Written HAZCOM programs, Chemical Inventory Lists and SDS's shall be kept in the Whiting -Turner site office for all hazardous chemicals 7.1.2.2. All containers shall be labeled in accordance with the Globally Harmonized System for Hazard Communication 7.1.2.3. Each employee must be trained in the recognition and avoidance of hazards when asked to work with any chemical 7.1.3. Emergency Procedures: 7.1.3.1. Supervisor shall be notified immediately of any injury, illness, or accident/incident; they will notify Whiting -Turner. 7.1.3.2. Injuries must be treated by a person who holds a valid first aid certification. Call designated emergency numbers for assistance. Report all injuries regardless of severity. 7.1.3.3. Emergency contact numbers and maps to the nearest hospital are to be posted at entrances to trailers/field offices. 7.1.3.4. A job wide first -aid kit must be on -site and easily accessible; all medications must be removed. Each contractor/subcontractor is also responsible for providing a first aid kit. 7.2. Mandatory Meetings 7.2.1. In the interest of eliminating job safety risks and heightening awareness of project safety, job wide safety meetings shall be conducted every month while work on the job site is in progress. Safety meetings shall be conducted based on the following format: 7.2.1.1. A review of past unsafe conditions, accident/incidents, or activities. 121Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 7.2.1.2. Review of pertinent aspects of the applicable Activity Hazard Analysis. 7.2.1.3. Review of safe working procedures and safety training. 7.2.1.4. Review of accident/incident and emergency procedures. 7.2.2. Supervisory safety meetings shall be conducted to discuss all applicable activity hazard analyses and all project safety concerns. These meetings shall be held weeklv. 7.2.3. Safety task force meetings build camaraderie and cohesion among different tradespersons and build a system of accountability. The task force shall consist of one representative from each contractor/subcontractor. The functionality and effectiveness of this task force is maximized by conducting a joint safety survey of the site. The task force members may determine the focus of these meetings based on . These meetings shall take place on a monthlv basis. 7.2.4. Quarterly Safety Focus - All projects and offices shall participate in the Quarterly Safety Focus meetings; these meetings will take place at 11:30am local time in February, May, August, and November 7.3. Additional Training and Certification 7.3.1. Additional safety training may be conducted under the direction of the Whiting -Turner team and in cooperation with supervisory, contractor/subcontractor, vendor personnel. 131Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 8. Safety Inspections 8.1. The Whiting -Turner Superintendent will conduct and document a weekly safety inspection. The inspections shall focus on, but are not limited to the following: 8.1.1. Compliance with the site -specific safety plan, the Whiting -Turner EH&S Manuals and provisions set forth by OSHA. 8.1.2. Safe delivery and storage of project materials. 8.1.3. Ensure daily inspections and follow up the project foreman. 8.1.4. Proper maintenance of project equipment and tools 8.2. The Whiting -Turner Project Manager will perform and document a monthly safety inspection with the Whiting -Turner or contractor/subcontractor superintendent. 8.3. Items found to be deficient shall be corrected or abated immediately or the area of work affected by the deficiency shall be cordoned off to prevent personnel access until corrective action can be taken. The responsible contractor/subcontractor shall confirm the safety deficiency is corrected or abated. The Whiting -Turner team shall exercise authority as outlined to expedite safety -deficiency corrective action and/or abatement. 8.4. Hole and Perimeter Protection Safety Inspections - All Whiting -Turner field management employees who are routinely in the field are required to attend the safety inspection and fall protection inspection training and are required to perform compliance surveys. The 2-a-day floor hole and perimeter protection compliance survey's may be conducted twice a day by any trained Whiting -Turner team member. 8.5. In addition to the inspections conducted by the contractor/subcontractor s and the Whiting -Turner project team, the Whiting -Turner Area EH&S Manager will perform a minimum of one site specific safety survey each month. 141Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 9. Safety Goals, Incentives, Compliance and Accountability 9.1. Safety Goals and Objectives: 9.1.1. It is the Contractor's responsibility to provide a place of employment free from recognized hazards that could cause death or serious physical injury to personnel working at the job site. 9.2. Safety Incentives: 9.2.1. Whiting -Turner shall continue its current safety -incentive program to award its personnel for reaching milestone dates for days -without -lost -time accident/incident. Milestone dates shall be determined by the Site Safety Manager taking into consideration the magnitude and scope of the project and personnel safety moral levels. 9.3. Safety Non -Compliance Procedure: 9.3.1. Any and all violations of the procedures or practices stipulated or intended from this Site -Specific Safety Plan shall be directed to project supervisory personnel immediately. Employees shall be encouraged to report close calls, unsafe conditions, and unsafe acts to project management without consequence. 9.3.2. Personnel that are determined to be responsible and negligent for violating safety policies shall be issued a "Written Warning" form, with a copy becoming part of their personnel file. Employee(s) shall also be instructed in the proper procedures for the applicable task(s). In the event, personnel are employed by contractor/subcontractor s, suppliers, or the owner; all violation forms shall be sent to their respective supervisory personnel. 9.3.3. Upon the second violation of any safety guideline, the involved personnel, including second tier contractor/subcontractor s, suppliers, or project owner representatives shall, at the discretion of The Whiting -Turner Contracting Company, be removed from the job site for an indeterminate time period and up to termination. In addition, the contractor/subcontractor may be subject to a fine for non-compliance. 9.4. Accountability: 9.4.1. Project Managers and Safety Personnel shall be accountable to ensure provisions for a place of employment free from recognized hazards that could cause death or serious physical injury to personnel. Project Managers and Safety Personnel must ensure total compliance by all project personnel and second tier groups of the policies and procedures as set forth in the Site -Specific Safety Plan. 151Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 10. Accident/Incident Reporting 10.1. Exposure Data: 10.1.1. The Whiting -Turner Superintendent shall maintain man-hour exposure data. Data for both Whiting -Turner employees and contractor/subcontractor employees shall be recorded and shall reflect the actual man-hours worked on the project. 10.2. Accident/Incident Investigations, Reports, and Logs: 10.2.1. All accidents/incidents, injuries, near -miss accidents/incidents, unsafe conditions, and unsafe acts that occur shall be reported immediately to project supervisory personnel. No supervisor may decline to accept an accident/incident, injury, near -miss accident/incident, unsafe condition, or unsafe act report. 10.2.2. Investigations should be conducted as soon as possible after the occurrence to ensure the most accurate information is being captured. In addition, a prompt investigation reflects and promotes Whiting -Turner's culture of safety excellence. 10.2.3. The Superintendent and/or site supervision should investigate and provide a written report of all accident/incidents to the Claims Manager. 10.2.4. In the case of serious accident/incident, the Claims Manager and Area EH&S Manager should be called to assist in the accident/incident investigation and provide guidance with the documentation. 10.2.5. Identify witnesses. Record their names, contact information and employers. Interview witnesses in private regarding accident/incident description and cause. Ask them to sign a statement of description and cause. 10.2.6. The goal is to ask questions and record information. Ask the six probing questions to obtain detailed information to gain insight into the accident/incident: 10.2.6.1. The "who" question provides information about those involved 10.2.6.2. The "what" question leads into actions, events, and physical objects 10.2.6.3. The "where" question may help with the determination what caused the Accident/incident and discover the conditions that brought it about 10.2.6.4. The "when" question will often prompt information regarding relationships between pairs of activities or events 10.2.6.5. The "how" question should provide information on the interaction and relationships among the activities and events 10.2.6.6. The "why" question offers clues concerning the corrective measures, since the answers will focus on unsafe acts or hazardous conditions 10.2.7. If possible, if the scene has not been altered, take pictures of the scene. Include the following information with the photo: 161Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 10.2.7.1. Date of accident/incident 10.2.7.2. Brief description of accident/incident 10.2.7.3. Location 10.2.7.4. Name and number of the person who took the photo 10.2.7.5. Retain any evidence related to the accident/incident 10.2.7.6. Draw diagrams, mark up drawings 10.2.7.7. Obtain copies of reports from others (police, fire department, contractors/subcontractors, doctors, etc.). 10.3. Reporting Procedures: 10.3.1. Contractor/subcontractor employees must immediately report all accident/incidents to their company's supervisory personnel. 10.3.2. The contractor/subcontractor employee's supervisor has the responsibility to immediately report all accident/incidents to the Whiting -Turner Superintendent or designee. The supervisor, in consultation with the injured or reporting employee, completes the contractor's/subcontractor's written investigation report and submits it to the Whiting -Turner Superintendent or designee within twenty-four (24) hours of the accident/incident. 10.3.3. All injuries or accident/incidents regardless of how small must be reported immediately to the foreman or Superintendent on the jobs and treated at once. 10.4. Correction Procedures: 10.4.1. Place additional warning signs, barricades, warnings lights, if needed as indicated, and illumination, etc. 10.4.2. Determine cause or causes. Often accident/incidents occur as a result of a combination of unsafe conditions and unsafe acts. 10.4.3. Correct unsafe physical conditions or equipment deficiencies immediately after the investigation. Check other equipment to make sure it does not have similar defects. 10.4.4. Make improvements in maintenance and inspection procedures or provide means for better enforcement of existing procedures. 10.4.5. Review indoctrination, tool box meetings and on job instruction to see if more educational material should be added or improvements can be made in presenting it. 10.4.6. Prepare a detailed report on the findings and corrective measure to be taken. 10.4.7. Institute any follow up procedures required, with target dates, to ensure compliance with changes made. 10.5. Accident/Incident Review Process: 10.5.1. The Whiting -Turner Superintendent or designee will schedule an accident/incident review meeting within three (3) days of the accident/incident. At a minimum, the 17JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF FI contractor/subcontractor employee's supervision, the Whiting -Turner Project Manager and Area EH&S Manager should be invited. 10.5.2. The Whiting -Turner Superintendent or designee is then responsible for documenting a summary of the meeting, reviewing it with an Area EH&S Manager, and distributing it to all contractors/subcontractors and Whiting -Turner project team to prevent further occurrences. The names of the individuals involved shall be kept out to protect their privacy. © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 181Page DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 11. Medical Support 11.1. Prior to the start of work, the Whiting -Turner project team shall post the nearest medical support facilities in the job bulletin as provided by Travelers. The medical support facilities closest to the project site are listed below: Hospital: Medical City Alliance Address: 3101 North Tarrant Pkwy Telephone Number: 817-639-1000 Urgent Care: CareNow Urgent Care Address: 9437 North Freeway Telephone Number: 469-778-5228 11.2. An emergency response bulletin board shall be conspicuously posted on the job site identifying medical support facilities, poison control center contacts, fire response, hot work permit contact, ambulance, and the emergency action plan. In addition, the emergency response bulletin board shall show a project location map with primary medical support facilities identified. This map shall also identify where personnel are to meet incoming emergency response teams and direct them to the accident/incident scene as necessary. Other State and Federal Employee Notices will be conspicuously posted along with the other data required by the emergency response bulletin board. 11.3. The project safety orientation shall include a segment where the emergency action plan shall be explained in detail. Additional refresher training shall be conducted frequently by Whiting -Turner and contractor/subcontractor s supervisory personnel for their respective employees. 11.4. No less than one first aid and CPR trained personnel certified to render aid in the event of an injury shall be provided on the job site at all times. Copies of current personnel first aid and CPR certificates shall be retained on file by The Whiting -Turner Contracting Company. 11.5. The job site office shall be equipped with a large capacity first aid kit and shall be placed in a conspicuous location. 191Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 12. General Public Safety 12.1. All visitors, salesman, delivery persons, vendors, etc. must report to the Whiting -Turner field office to obtain permission to enter. 12.1.1. Client's contractor/subcontractor s and vendors are visitors to our site and must complete a waiver/release form. 12.1.2. The aforementioned shall not be granted access to the site without signing a waiver/release form, obtaining a visitor's badge (if applicable), and wearing proper personal protective equipment. 12.1.3. In addition, Whiting -Turner requires visitors to be escorted at all times during their visit. 12.2. Prominent project signage shall be placed at the perimeter fencing that outlines the proper entrances and exits, visitor check in policy to gain site access and the proper protection gear that is required. 12.3. Site Security: 12.3.1. A high, strong, and rigid post driven fence with scrim [opaque screen or fabric, black visqueen screening] will be installed around the perimeter of the project. In cases where fence installation is infeasible, a plan for site security shall be drafted and made available for review by an Area EH&S Manager. 12.3.1.1. If the fence is constructed near walkways, roadways, etc. where pedestrians will pass, the potential passage of material through the construction side to the pedestrian side must be controlled. 12.3.1.2. Care must be taken to secure fence from blowing over in high winds — also consider scrim ventilation methods. The fence must be secured per Whiting -Turner's project fencing procedures. 12.3.1.3. The perimeter fences will not have openings greater than 4" between vertical supports. 12.3.1.4. This 4" requirement will also include the gap between the bottom of the fence and the ground to ensure perimeter security. 12.3.1.5. Barbed wire shall not be used. 201Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 12.3.2. Construction gates — Construction gates will be kept closed; to the greatest extent possible and the gates are to be locked after normal working hours. 12.3.3. Whiting -Turner and all contractors/subcontractors are to remove keys from all vehicles, lifts, equipment, and machinery at the end of the work day and ensure machinery is effectively locked out. 12.3.4. A Whiting -Turner staff person shall walk the site at the end of the day. Whiting -Turner staff person shall verify gates are closed, no gaps are in the fence, machines are turned off and keys removed, no running water, all contractor/subcontractor personnel, vendors, and visitors have left the jobsite, etc. 12.4. Trenches (Excavations) in Walkways and Roadbeds: Pedestrians tripping or falling in temporarily closed trenches or excavations are a constant liability concern. The following precautions shall be considered: 12.4.1. If the trench or excavation is in an area open to the public, then adequate warning signs and barricades must be installed, such as fencing or wood guardrails. 12.4.2. Temporary trench covering for two or less weeks should be backfilled with material that can be tamped securely. Any movement in the material is to be noted and stabilized immediately. 12.4.3. Temporary trench covering for two weeks or more should be concrete or macadam top. Steel dock plates may be used in lieu of concrete and macadam. 12.4.4. Steel plates over the trench excavation may be the most economical method for short or long durations for temporary trench covering. Be sure to adjust the plates and provide a smooth transition with asphalt or concrete to minimize the tripping hazard potential. 21 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 13. General Site Prohibitions The following are prohibited on all Whiting -Turner Projects: 13.1. The use of the following administrative controls as a means of fall protection 13.1.1. Controlled Access Zone as a means of fall protection 13.1.2. Controlled Decking Zone as a means of fall protection 13.1.3. Safety Monitor System as a means of fall protection 13.2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 13.3. Working from the midrail or top rail of any lift 13.4. The use of cell phones for signaling of cranes and equipment 13.5. The use of open hooks during lifting operations/picks. 13.6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 13.7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 13.8. The use of open turnbuckles as part of the perimeter cable system 13.9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 13.10. Harassment of any kind, to any person 13.11. Smoking or use of vaporized equipment (except in designated areas) 13.12. Radios, media players, headphones, or other listening devices 13.13. Guns or weapons of any kind 13.14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 13.15. Riding on equipment that is not equipped with proper seating and seat belt 13.16. Open fires, fire barrels, or hot boxes 13.17. The use of metal ladders 221Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14. Safe Work Practices, Programs, and Procedures 14.1. Carbon Monoxide Exposure Prevention 14.1.1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 14.1.2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 14.1.3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. 14.2. Concrete and Masonry 14.2.1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.2.2. General requirements: 14.2.2.1. Rebar caps shall be used on all reinforcing steel that personnel could fall upon or become impaled in any way. 14.2.2.2. No personnel shall be permitted to work under concrete buckets while buckets are being elevated, moved laterally, or lowered into position. 14.2.2.3. No personnel shall be permitted to place concrete through a pneumatic hose unless the personnel are wearing protective hand and face equipment. 14.2.2.4. No personnel shall be permitted to tie reinforcing steel more than 6 feet above an adjacent surface without the use of satisfactory fall protection and/or fall restraints. 14.2.3. Equipment and tool requirements: 14.2.3.1. Powered and rotating type concrete troweling machines that are manually guided shall be equipped with a control switch that shall automatically shut off the power whenever the hands of the operator are removed from the equipment handles. 14.2.3.2. Masonry saws shall be guarded with a semicircular enclosure over the blade. 14.2.3.3. All equipment that is to receive maintenance or repair shall be properly locked -out to prevent the inadvertent operation of equipment during such sessions. 231Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.2.4. Cast -in -place concrete requirements: 14.2.4.1. Formwork shall be designed, fabricated, erected, supported, braced, and maintained so that it shall be capable of supporting without failure all vertical and lateral loads that may reasonably be anticipated to be applied to the Formwork. 14.2.4.2. All base plates, shore heads, extension devices, and adjustment screws shall be in firm contact, and secured when necessary, with the foundation and the form. 14.2.4.3. Jacks and vertical supports shall be positioned in such a manner that the loads do not exceed the rated capacity of the jacks. 14.2.4.4. Reinforcing steel for walls, piers, columns, and similar vertical structures shall be adequately supported to prevent over turning and to prevent collapse. 14.2.4.5. Unrolled wire mesh shall be prevented from recoiling. 14.2.4.6. Forms and shores shall not be removed until the concrete has gained sufficient strength to support its weight and superimposed loads. 14.2.5. Pump Truck requirements: 14.2.5.1. Equipment must be fully inspected and in good running condition per the manufacturer before it is allowed on the project. Any equipment not meeting the manufacturers' specifications for safe operations will be turned away or removed from the project. 14.2.5.2. Daily checklist all equipment must be maintained by the contractor. 14.2.5.3. Operator's certification shall be submitted prior to commencement of the operation 14.2.5.4. Adequate ground conditions shall be provided for the pump truck 14.2.5.5. Flaggers shall be used when backing up trucks to the pump 14.2.5.6. Back-up alarms are required 14.2.5.7. When operating on outriggers: 14.2.5.7.1. Outriggers must be fully extended 14.2.5.7.2. Outriggers pads must have solid bearing 14.2.5.7.3. Outrigger pads must be level 14.2.5.7.4. Outrigger pads must be pinned 14.2.5.7.5. Full coverage of outrigger pad sized per load 14.2.5.7.6. Front outrigger pads must be provided coverage even if load is not swinging in the front 14.2.5.7.6.1.1. Support under outrigger pads must be solid 14.2.5.7.7. All tires must be off of the ground or per manufactures recommendations 14.2.5.7.7.1.1. Maintain minimum 20' from power lines 241Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.2.5.7.7.1.2. Must be setup on stable, level ground 14.2.5.8. Mixing stations must have proper guardrails and work platforms. Steps may not be created from concrete blocks. 14.3. Confined Space Entry 14.3.1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 14.3.2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. 14.4. Contingency Plan for Severe Weather: 14.4.1. Whiting -Turner and its contractor/subcontractor s shall be responsible for regular monitoring of job site weather conditions in an effort to avoid hazardous conditions caused by severe weather. In the event of severe weather conditions procedures shall be done in a timely manner to reduce job -site danger. Based upon the type of weather condition the proper methods may include but are not limited to the following: 14.4.1.1. Notification to personnel, in transit or prior to, of hazardous job site conditions. 14.4.1.2. Securing of all equipment and materials in place or stored on the job site. 14.4.1.3. Immediate evacuation of job site 14.4.1.4. Utilization of hazardous condition protection facilities as required. (i.e. shelters) 14.5. Cranes and Derricks 14.5.1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 14.5.2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 14.5.3. A crane checklist must be completed prior to each initial lift. 14.5.4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 14.5.5. Boom -tip anemometer or equivalent device is required. 14.5.6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. 251Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.5.7. The competent person shall determine the size, rope materials, and length of the tag line. 14.5.8. The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. 14.6. Critical Lifts 14.6.1. The Whiting -Turner Contracting Company identifies a critical or special lift as 14.6.1.1. any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, 14.6.1.2. any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; 14.6.1.3. any lift that involves the lifting of personnel; 14.6.1.4. any lift where the contents of the lift are considered hazardous to health or environment, and an accidental/incidental release could result harm to either; 14.6.1.5. any lift where encroachments precautions are required for power lines. 14.7. Demolition 14.7.1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 14.7.2. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. 14.7.3. Preparatory Operations: 14.7.3.1. Service lines shall be shut off, capped, or otherwise controlled, inside the building line before demolition work is started. Following these "make safe" activities, actual selective demolition within the structure will be performed. In each case, any utility company or designated authority shall be notified in advance. 14.7.3.2. Where a hazard exists from fragmentation of glass, such hazards shall be removed. 14.7.3.3. Where a hazard exists to personnel falling through wall openings, the opening shall be protected to a height of 42 inches. 14.7.4. Entryways: 261Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.7.4.1. During demolition, access to the structures will be controlled through specified access and egress points as outlined in the Demolition Plan, to be submitted by the demolition contractor. 14.7.5. Removal of walls, masonry section, and chimneys: 14.7.5.1. No wall section, which is more than one story in height, shall be permitted to stand alone without lateral bracing, unless such wall was originally designed and constructed to stand without such lateral support, and is in a condition safe enough to be self-supporting. All walls shall be left in a stable condition at the end of each shift. 14.7.5.2. Structural or load -supporting members shall not be cut or removed until all live loads have been secured. 14.7.5.3. Walkways or ladders shall be provided to enable personnel to safely reach or leave any scaffold or wall. 14.7.6. Manual Removal of Floors: 14.7.6.1. Safe walkways, not less than 18 inches wide, formed of planks not less than 2 inches thick if wood, or of equivalent strength if metal, shall be provided and used by workers when necessary to enable them to reach any point without walking upon exposed beams. 14.7.6.2. When floor areas are being removed, personnel shall not be allowed in the area directly underneath, and such an area shall be barricaded to prevent access to it. 14.7.7. Mechanical Demolition: 14.7.7.1. No personnel shall be permitted in any area which shall be adversely affected by mechanical demolition operations. Only those workers necessary for the performance of the operations shall be present. 14.8. Electrical Hazards Prevention 14.8.1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 14.8.2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 14.8.3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 271Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.8.4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 14.8.5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 14.8.6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 14.8.7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non -insulated wire. 14.8.8. All temporary lighting circuits must originate from GFCI protected breakers. 14.8.9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements 14.9. Energy Control 14.9.1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 14.9.2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 14.9.3. If a system can be locked out through design or by other means, this will be the preferred method. 14.9.4. The lockout device shall be substantial enough to prevent removal. 14.9.5. The lock shall be a separately keyed lock for use only with the lockout system. 14.9.6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 14.9.7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 14.9.8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 14.9.9. A log shall be maintained on site that identifies the following: 14.9.9.1. Date of usage 14.9.9.2. Number of locks and tags used 14.9.9.3. Contractors involved 281Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.9.9.4. Time of LOTO initiation 14.9.9.5. Time of LOTO removal 14.9.9.6. Designated competent persons 14.9.9.7. Location of LOTO Devices 14.9.10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. 14.10. Excavations 14.10.1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 14.10.2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 14.10.3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 14.10.4. All excavations shall be protected by snow fence, at a minimum. 14.10.5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 14.10.6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. 14.11. Fall Protection and Prevention 14.11.1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 14.11.2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. 291Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.11.3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.11.4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 14.11.5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 14.11.6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 14.11.7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 14.11.8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 14.11.9. Perimeter cable shall not be less than 3/8" steel cable. 14.11.10. Corner uprights must be braced so that the required tension may be maintained. 14.11.11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 14.11.12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 14.11.13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14.11.14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 14.11.15. A fall restraint system must be employed when working from articulating boom lifts. 301Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF J& 14.11.16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.11.17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 14.11.18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 14.11.19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 14.11.20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 14.11.21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. 14.12. Fire Prevention and Protection 14.12.1. A 20 1b. ABC dfy ehefnieal fife extinguisher- or- e"ivaleat must be provided for- ea 3,000 . e foot of pr teete.l 1- u l.li wroa. An ex4i ,.gtti he - shall be ,.laee,1 at evefy stair -well on eaeh level. 14.12.2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 14.12.3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. 14.12.4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. 14.13. Hand and Power Tools: 14.13.1. All power tools that are designed to accommodate guards shall have such guards attached at all times of operation. 14.13.2. Machines designed for a fixed location shall be securely anchored to prevent walking or moving. 14.13.3. Personnel using hand and power tools and exposed to the hazards of falling, flying, abrasive, and splashing objects, or exposed to harmful dusts, fumes, mists, vapor, or gases shall be supplied with proper PPE necessary to protect them from such hazards. 31 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.13.4. All hand held powered sanders, grinders, etc. with wheel 2-inch diameter or less and any routers, planers, jigsaws, etc. with blade shanks one-fourth of an inch wide or less may be equipped with only a positive "on -off 'control. 14.13.5. Any hand held power equipment with wheel diameters or blade shanks in excess of those stated in 14.13.4 may be equipped with a momentary contact "on -off 'switch. 14.13.6. All other hand-held power tools, such as circular saws, chain saws, and percussion tools shall be equipped with a constant pressure switch that shall shut off the power when the pressure is released. 14.13.7. All electrically powered hand tools shall be ground fault circuit interrupter protected — double insulated tools included. 14.13.8. Personnel must apply the use of PPE such as but not limited to a hardhat, eye, face, and hearing protection, work boots and protective gloves as required for the task(s) contemplated. Long pants with shirts with long or short sleeves required. 14.13.9. Regular inspections of hand tools shall be performed with the removal of any hand tool deemed to be hazardous by the personnel in charge of the tool and or inspection. 14.13.10. If personnel feel that a hand tool is of a hazardous condition, he or she shall immediately remove the tool from the work area. 14.13.11. The use of electric cords for the purpose of hoisting or lowering shall not be permitted. 14.13.12. Compressed air shall not be used as a cleaning device unless reduced to 30 psi. 14.13.13. Powdered actuated hand tools shall be used only by trained and certified personnel. 14.13.14. Powder actuated tools shall not be loaded until just prior to the intended firing time. 14.13.15. Powder actuated tools, loaded or unloaded, shall at no time be pointed at any other personnel. 14.13.16. Loaded powder actuated tools shall never be left unattended. 14.13.17. Powder actuated tools shall not be used in an explosive or flammable atmosphere. 14.14. Hazard Communications Program: 14.14.1. The Whiting -Turner Contracting Company shall maintain onsite and enforce its written Hazard Communication Program to provide the means necessary to transmit information to personnel regarding chemical and other hazardous products to which they may be exposed. Section 14.12.1.1 herewith shows The Whiting -Turner Contracting Company Hazard Communication Program and is outlined as follows: 14.14.1.1. List of chemicals and other hazardous products: A list of chemicals and other hazardous products used on the job site shall be maintained on the job site at all times. The list shall be updated as new chemicals and 321Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF hazardous products are imported to the job site not shown in the original list. 14.14.1.2. Labeling: All containers of chemicals and hazardous materials shall be properly labeled or tagged. Chemicals and hazardous materials transferred to other containers must be properly labeled to indicate the product stored within. 14.14.1.3. Safety Data Sheets (SDS): A binder of SDS for all chemicals and hazardous materials used on the job site shall be maintained on the job site in a conspicuous location and made available to all personnel and interested parties. The SDS books shall be updated as new chemicals and hazardous products are imported to the job site not originally included in the SDS binder. 14.14.1.4. Training: All personnel shall be provided training in reading and interpreting SDS and labels. Personnel working with chemicals and/or hazardous materials shall consult the SDS and labels prior to the use of chemicals and hazardous materials. 14.14.1.5. Each respective contractor/subcontractor shall be responsible for maintaining their own Hazard Communications Program, list of chemicals and hazardous products, SDS, and training. Copies shall be provided to Whiting -Turner for any site -specific issues. 14.15. Health Hazard Controls: 14.15.1. Accident/Incident Prevention: 14.15.1.1. It shall be the responsibility of each and every personnel to inspect his/her work area before each shift and periodically throughout the day to ensure a safe work area. If any personnel feel their area is unsafe, they shall report this to their supervisor immediately. 14.15.1.2. The job site shall be inspected daily by the job -site foreman to ensure a safe working environment. 14.15.1.3. All machines, tools, materials, or equipment that is deemed to be unsafe shall be locked and tagged out, as to render them inoperable, and shall be removed from the job site. 14.15.1.4. Only qualified personnel shall operate equipment. 14.15.2. Housekeeping: 14.15.2.1. All forms and/or scrap lumber with protruding nails and other hazardous debris shall be kept clear of all work areas, passageways, and stair, in and around building and construction activities. 331Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.15.2.2. Combustible scrap and debris shall be removed at regular intervals as required. 14.15.2.3. Containers for disposal of waste shall be provided by the contractor. If flammable or hazardous materials require disposal, appropriate containers will be provided. Waste shall be disposed of at frequent and regular intervals. 14.15.3. Means of Egress: 14.15.3.1. In every occupied building or structure, exits shall be arranged so as to provide free and unobstructed egress from all areas of the building structure or construction site. No locks or fastening devices may be used if they prevent the free escape of personnel during emergency situations. 14.15.3.2. Exits shall be marked by a readily visible sign in all cases where the exit or the way to reach an exit is not visible to the occupants. 14.15.3.3. All exits shall be maintained and kept free from obstructions. 14.16. Housekeeping 14.16.1. Clean -as -you -go practices are required. 14.16.2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 14.16.3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 14.16.4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 14.16.5. Any material stored in a work area longer than 24 hours must be approved by Whiting - Turner. 14.16.6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 14.16.7. All chemicals brought on site must be approved by Whiting -Turner. 14.16.8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 14.16.9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 14.16.10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. 14.17. Mobile Elevated Work Platform 341Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.17.1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 14.17.2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 14.17.3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 14.17.4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do SO. 14.18. Motor Vehicles and Mechanize Equipment 14.18.1. Equipment: 14.18.1.1. Whenever the equipment is parked, the parking brake shall be set. Equipment parked on inclines shall have the wheels chocked and the parking brake set. 14.18.1.2. All cab glass shall be safely glass, or equivalent, that introduces no visible distortion affecting the safe operation of any machine. 14.18.2. Motor Vehicles: 14.18.2.1. Tools and materials shall be secured to prevent movement when transported in the same compartment with personnel. 14.18.2.2. Vehicles used to transport personnel shall have seats firmly secured and adequate for the number of personnel to be carried. 14.18.2.3. All motor vehicles shall be equipped with seat belts, and these seat belts shall be worn by personnel at all times during operation. 14.18.3. Material Handling Equipment: 14.18.3.1. These rules apply to the following types of earth moving equipment: loaders, crawler or wheel tractors, bulldozers, graders, agricultural and industrial tractors, and similar equipment. 14.18.3.2. Seat belts shall be provided on all equipment covered by this section except as follows: 14.18.3.2.1. Equipment which is designed only for standup operation. 14.18.3.2.2. Equipment which does not have roll-over protective structure or adequate canopy protection. 351Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.18.3.3. All earth moving equipment mentioned in this section shall have a service braking system capable of stopping and holding the equipment fully loaded. 14.18.3.4. All equipment shall have backup alarms which shall be maintained and operable at all times in which the equipment is backing up. 14.18.4. Site Clearing: 14.18.4.1. Personnel engaged in site clearing shall be protected from hazards of irritant and toxic plants and suitably instructed in the first aid treatment available. 14.18.4.2. All equipment used in site clearing operations shall be equipped with ROPS. 14.19. Personal Protective Equipment 14.19.1. Protective equipment, including personal protective equipment for eyes, face, head, and extremities, protective clothing, respiratory devices, protective shield and barriers, and fall protection equipment shall be the contractor/subcontractor 's responsibility to oversee the proper use of such equipment by their personnel as the job dictates. Personnel of second tier contractor/subcontractor s, suppliers, and owner shall also be responsible to oversee the proper use of such equipment by their respective personnel. 14.19.2. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 14.19.3. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 14.19.4. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 14.19.5. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 14.19.6. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 14.19.7. High visibility vests/gear are required by each person on site. 14.19.8. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. 14.19.9. All personal protective equipment shall be of safe design and construction. 14.19.10. Where personnel provide their own protective equipment, respective employers shall be responsible to assure that equipment is in adequate condition to provide the designed protection 361Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.19.11. Specific tasks requiring additional eye, face protection or goggles may be required by personnel as listed here for example but are not limited to the following: 14.19.11.1. Concrete placement. 14.19.11.2. Using a powder actuated device. 14.19.11.3. During some demolition tasks. 14.19.11.4. Metal grinding. 14.19.11.5. Welding and cutting operations. 14.19.11.6. Cutting operations regardless of material type. 14.19.12. Shorts, tank tops, and loose clothing are not permitted to be worn by personnel on the job site 14.19.13. For ALL fall hazards that are equal to or greater than 6', fall protection must be provided. This includes all trades and tasks. Fall protection equipment including personal fall protection equipment, systems, and hardware shall be provided by The Whiting -Turner Contracting Company for all its personnel. contractor/subcontractor s, suppliers, and the Owner shall provide fall protection equipment, systems, and hardware for their respective personnel as required. Employees shall be trained in the proper use of fall protection equipment, systems, and hardware. 14.19.14. Respirators and protective coverings shall be issued by Whiting -Turner, contractor/subcontractor s, suppliers, and owner to their respective personnel and utilized by personnel in all instances that require such. Training shall be provided in the proper use, fit, and care of respirators and protective coverings and documented on file for future reference. 14.20. Scaffolds 14.20.1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 14.20.2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 14.20.3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 14.20.4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. 371Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.20.5. Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. 14.20.5.1. Green tags are reserved for complete systems 14.20.5.2. Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system 14.20.5.3. Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. 14.21. Signs, Signals and Barricades 14.21.1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible parry's name, company, contact number, and potential hazard. 14.21.2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 14.21.3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. 14.22. Stairways and Ladders 14.22.1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting -Turner projects. 14.22.2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.22.3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 14.22.4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. 3 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.23. Steel Erection 14.23.1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 14.23.2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 14.23.3. Roof penetrations are to be made only when equipment is ready to be installed. 14.23.4. Safety latches on hooks shall not be disengaged or made inoperable. 14.24. Welding and Cutting 14.24.1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 14.24.2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 14.24.3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 14.24.4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 14.24.5. All shields shall be compatible with a hardhat. 14.24.6. Welding and Cutting of Hazardous Materials: 14.24.6.1. Before welding, cutting, or heating is commenced on any surface covered by a preservative coating whose flammability is not known, a test shall be made to determine its flammability. 14.24.6.2. Preservative coatings shall be removed a sufficient distance from the area to be heated to ensure any temperature increase of the unstripped metal will not be appreciable. 14.24.7. Transporting, moving, and storing compressed gas cylinders. 14.24.7.1. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. 14.24.7.2. Valve protection caps shall be in place and secured. 391Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 14.24.7.3. Personnel shall inspect all hoses and connectors periodically throughout the day. Any damaged or defective items shall not be used and should be removed from the job site. 14.24.7.4. When cylinders are hoisted, they shall be secured on a cradle, sling board, or pallet. They shall not be hoisted or transported by means of magnets or choker slings. 14.24.7.5. When cylinders are transported by powered vehicles, they shall be secured in a vertical position. 14.24.7.6. Unless cylinders are firmly secured on a special carrier intended for this purpose, regulators shall be removed, and valve protection caps put in place before cylinders are moved. 14.24.7.7. A suitable cylinder truck, chain, or other steadying device shall be used to keep cylinders from being knocked over while in use or in storage. 14.24.8. Placing cylinders: 14.24.8.1. Cylinders shall be kept far enough away from the actual welding or cutting operation so that sparks, hot slag, or flame shall not reach them. When this is impractical, fire resistant shields shall be provided. 14.24.8.2. Cylinders shall be placed where they cannot become part of an electrical circuit. 14.24.8.3. Cylinders containing oxygen or acetylene, or other fuel gas shall not be taken into confined spaces. 14.24.9. Treatment of cylinders: 14.24.9.1. Cylinders whether full or empty shall not be used as rollers or supports. 14.24.9.2. Smoking shall be prohibited wherever cylinders are stored, handled or used. 14.24.9.3. Areas containing hazardous gas in storage shall be appropriately placarded. 401Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 15. Activity Hazard Analysis Procedures: 15.1. This procedure is developed to preplan project work activities and thereby minimizes the opportunities for accident/incidents when the work is actually done. 15.2. Each definable feature of work will be analyzed by the company and crew assigned to perform the work. The work activity will be broken down into small steps where notes will be made concerning the potential for accident/incident/injury during the work and the planned method of preventing the accident/incident/injury. 15.3. Each contractor/subcontractor will prepare an Activity Hazard Analysis (AHA) specific for the definable feature of work which will be reviewed and discussed at the preconstruction meeting and with the crew prior to the start of work. 15.4. Below is a preliminary listing of the project's definable features of work. An AHA will be prepared for each definable feature of work and AHA's may also be used for topics for weekly Tool Box Talks. Definable Feature: Temp Protection Work Earthwork New Storm/Sanitary/Water/Other Utilities Selective Paving Paving and Surfacing Ornamental Metal Fences and Gates Site Furnishings Seeding & Sodding Landscape Concrete Formwork Concrete Reinforcement & Embeds Cast -in -Place Concrete 41 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF A Structural Steel Erection Structural Steel Connections Metal Fabrications Masonry Rough Carpentry Finish Carpentry Wood Framing Architectural Woodwork Sheet Membrane Waterproofing Building Insulation Air Barrier Systems Sheet Metal Flashing and Trim Roofing — TPO & Standing Seam Metal Roof Accessories Applied Fireproofing Firestopping Joint Sealants Steel & Aluminum Doors & Frames Flush Wood Doors Access Doors and Panels Coiling Doors and Grilles Aluminum Entrances © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 421Page DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Aluminum Window Wall Metal -Framed Skylights Doors Hardware Glass & Glazing — Frames Glass & Glazing — Glass Gypsum Board Tile Acoustical Ceilings Athletic Flooring Wood/Resilient Flooring Carpet Painting & Finishing Accessories — Display Boards / Cases / Corner Guards / Flagpoles Toilet Compartments Toilet Accessories Cubicle Curtains and Tracks Signage Lockers — Metal / Plastic Fire Protection Specialties Partitions — Folding Miscellaneous Specialties Audiovisual Equipment © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 431Page DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Stage Drapery & Rigging Foodservice Equipment — Rough -in Foodservice Equipment — Installation Residential Appliances Blinds & Shades Lightning Protection Security Intrusion Detection Digital, Addressable Fire Alarm System Hangers/Supports/Sleeves — Fire Suppression Hangers/Supports/Sleeves — Plumbing Hangers/Supports/Sleeves — HVAC Insulation — Plumbing Piping Insulation — HVAC Piping — Plumbing Piping — HVAC Piping — Fire Suppression Wet -Pipe Piping — Fire Suppression Dry -Pipe Piping — Sanitary and Waste Piping — Storm Piping — Water Piping — Refrigerant Piping — Natural Gas 441Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF ir Duct — HVAC Electric -Drive, Centrifugal Fire Pumps Pressure Maintenance Pumps Controllers for Fire -Pump Drivers Water Closets / Urinals / Lavatories / Sinks / Showers Pressure Water Coolers Condensing Boilers Air -Cooled Refrigerant Condensers Air Handling Units Unit Heaters Heat Tracing for HVAC Piping Air Terminal Units Diffusers, Registers, and Grilles HVAC Controls Testing, Adjusting, Balancing Hangers/Supports/Sleeves — Electrical Conductors & Cables Raceways & Boxes Wiring Devices Lighting Control Devices Electricity Metering Packaged Engine Generators © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 451Page DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF ri Enclosed Switches & Circuit Breakers Transfer Switches Enclosed Controllers Underground Electrical Service Switchboards Panelboards Low -Voltage Transformers Interior Lighting Exterior Lighting Exterior Landscape Lighting Sound and Intercommunications System Cabling for Telephone and Data 461Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 16. Spill Prevention and Containment Plan 16.1. Purpose This policy has been developed to protect the environment by preventing spills and leaks from occurring, or minimizing the impact, during the course of construction. This plan is also written to meet regulatory & client requirements along with best practices adopted at the HCA Behavioral Health Hospital — Fort Worth Project relating to Spill Prevention and Containment Plan (SPCP) and the Storm Water Pollution Prevention Plan (SWPPP). Contractors/subcontractors shall develop their own contingency plans for spills to prepare for spill situations arising from their operations. 16.2. Planning and Preparation -Spill Kits Each trade having vehicles, equipment, or chemicals on -site or responsible for the handling or installation of equipment containing chemicals (radiators, batteries, etc.) on site shall have the appropriate resources for spill prevention and abatement. 16.2.1. Standard spill kit contents should include, but are not limited to: 16.2.1.1. Pads, booms, pillows, and/or granular/powder absorbents 16.2.1.2. Gloves, goggles, apron 16.2.1.3. Dustpan and hand broom 16.2.1.4. Poly disposal bags and labels 16.2.2. Absorbent materials should be appropriate to the types & volume of chemicals/products used or stored, or that contractors are otherwise responsible for. 16.2.3. Universal Sorbents 16.2.3.1. Absorb all types of water -based and oil -based liquids 16.2.3.2. Ideal where many types of liquids are present or in use such as cutting fluids, lubricants, and coolant 16.2.3.3. Not appropriate for a spill kit for work that is near a creek area, bar ditch, pond, or where water may otherwise be standing or flowing 16.2.4. Oil -Only Sorbents 16.2.4.1. Absorb all petroleum -based liquids and repel water 16.2.4.2. Will float on water and absorb oil/fuel products 16.2.5. Hazmat Sorbents 16.2.5.1. Specifically designed and intended for use with aggressive fluids such as acids and bases 471Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 16.2.5.2. Acid neutralizing or amalgamation powders should also be on hand to deal with battery or mercury spills, or stand-alone spill kits should be available 16.2.6. Spill Kit Materials Contained in Vehicles & Equipment 16.2.6.1. To minimize the potential impact of a spill, contractors should keep sorbents (boom, pad, granular, etc.) in vehicles and equipment to immediately abate the flow of any spilled material. As an alternative option, spill kits may be maintained in the immediate work area or close proximity to work operations where vehicles or equipment are in operation. 16.3. Fuel and Chemical Storage Each company or contractor/subcontractor storing chemicals or fuels on the HCA Behavioral Health Hospital — Fort Worth Project site is responsible for safe storage meeting recognized best management practices (BMP's) and specific requirements meeting Federal, State and Local requirements. 16.3.1. Fuels, chemicals, and chemical storage tanks must be approved by Whiting -Turner before arriving on -site 16.3.2. All fuels stored in quantities greater than 5 gallons shall be contained/stored within a secondary containment unit or double -wall tank 16.3.2.1. Truck mounted transfer tanks are authorized when properly secured in or on truck bed and used in accordance with manufacturer requirements. Transfer tanks shall not be used in any other manner or method. 16.3.3. Fuel storage should be located away from areas that may be accessed by vehicles/ equipment or protected from vehicle equipment damage by "jersey barriers"/"k-rails", bollards, or other substantial protection approved by Whiting -Turner 16.3.4. Fuel and chemical storage is only authorized in areas designated by Whiting -Turner. 16.3.5. Fuel cans are to be a metal -type safety can with flame arrestor 16.3.6. Fuel cans when not in use shall be stored in an approved flammable locker/cabinet, grounded per manufacturer requirements 16.3.7. Fuel and chemical storage areas shall have the appropriate number and type of fire extinguishers based on the size, configuration, and fuels or chemicals stored in the location(s) specified per OSHA requirement 16.3.8. Fuel storage areas are to have a spill kit in the immediate area 16.3.9. A catch pan should be utilized to capture small leaks when fueling 481Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 16.3.10. Fuel or chemical drums stored on site shall be placed on containment pallets with a cover over the storage area to prevent rainwater collection 16.3.10.1. Water -based floor sealers and concrete curing compounds are exempted from this requirement 16.3.11. Chemicals may not be stored within any building without consent from the Whiting - Turner superintendent. Chemicals in the building are restricted to immediate use, within 24 hours, and must have signage affixed identifying the chemical/product, hazards, the responsible contractor, contact information. Proper barricades must be in place to prevent inadvertent contact or spills and to prevent work over the area. 16.3.12. See CFR 1926.152 and NFPA 30 for additional requirements 16.4. Tank truck loading/unloading (40 CFR 112.7(h)) Tank truck unloading procedures shall meet the minimum requirements and regulations established by the Department of Transportation in 49 CFR 177 Subpart B which are summarized below. 16.4.1. No product shall be unloaded unless the hand brake is securely set and all other reasonable precautions (i.e., wheel chocking) are taken to prevent motion of the tank truck. 16.4.2. No smoking or any other sources of spark or flame will be allowed in the vicinity of the unloading operation. 16.4.3. Unless the engine of the tank truck is to be used for the operation of a pump, no product shall be unloaded while the engine is running. 16.4.4. No product shall be unloaded until all bonding and grounding requirements have been met. 16.4.5. A minimum of two (2) people will be present during unloading to visually observe transfer operations. At a minimum this will include the delivery driver and a responsible designated person from the contracting company purchasing the fuel. 16.4.6. Drip pans, catchment basins, or absorbent materials will be used where small drips and spills occur. Spill kits are commonly carried on the delivery truck. Spill kits are available at several locations on the site. 16.4.7. Each tank truck will be visually inspected prior to departure to prevent accidental/incidental disconnection of flexible transfer lines. 16.4.8. Significant spillage will be handled by outside contract assistance as needed. 16.4.9. All vehicles entering the facility shall be warned not to endanger aboveground piping or other oil transfer operations. 491Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 16.5. Maintenance Procedures Vehicle and equipment maintenance on the construction site can easily pose environmental risks if adequate precautions are not taken. Maintenance on vehicles and equipment shall only be conducted by qualified, designated persons to minimize the potential for error, injury, and spills. contractor/subcontractor s are responsible for service trucks and maintenance conducted to ensure work is conducted with controls in place to capture or minimize spills. When performing work on fuel or hydraulic systems, changing fuel/oil filters, radiators, and other components that have the potential to leak or bleed during maintenance procedures, the following controls shall be in place. 16.5.1. Notification of service work is to be given before work commences to responsible trade 16.5.2. Personnel performing maintenance have emergency contact information in the event of a spill or work is supervised by the contractor/subcontractor /subcontractor 16.5.3. Maintenance personnel are to be instructed on the requirements of this program and their associated duties/responsibilities 16.5.4. Designated maintenance areas do not currently exist at the HCA Behavioral Health Hospital — Fort Worth Project, but maintenance is NEVER to be conducted adjacent to any creek, stream, ditch, or other waterway 16.5.5. Plastic sheeting or catch pans properly positioned under equipment 16.5.6. Spill kit materials in service truck or within a short distance of the area in which work is being performed\ 16.5.7. Any spilled material onto sheeting or into secondary containment shall be immediately cleaned up with absorbent material and properly disposed of by the service contractor/subcontractor or taken to the HCA Behavioral Health Hospital — Fort Worth Site waste collection point 16.6. Spills Each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project is responsible for any spills as a result of their work operations, vehicles, equipment, or fuels/chemicals brought on site or otherwise responsible for. Any spill of petroleum product or chemical requires notification to Whiting -Turner Superintendent and EH&S Manager immediately after spill is abated, and sooner if assistance is required. Spill Response Procedures from HCA Behavioral Health Hospital — Fort Worth SPCP Plan 16.6.1. Secure the area and identify the spilled material using the container label and/or the SDS. 16.6.2. If material is flammable, bring an appropriate fire extinguisher into the area. 16.6.3. Turn off any operating equipment in the area. 501Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 16.6.4. Notify Whiting -Turner Superintendent who will help determine the appropriate course of action. 16.6.5. If a fire or other serious emergency occurs, follow the emergency response procedures for fire and evacuation. 16.6.6. Responders should use gloves, boots, safety/goggles and other personal protective equipment as necessary. Do not work alone. 16.6.7. Spills of hydraulic fluid, oil and other petroleum products should always be cleaned up immediately to prevent discharge of these fluids with storm water runoff. Use booms, pads, pillows, rags or other absorbent material contained in the spill kit. 16.6.8. Spill kits are available on the site. Spill kits shall be provided by each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project. 16.6.9. Soil or other media that has been contaminated with petroleum or other pollutants should be excavated or removed to prevent contaminated discharges from reaching a property boundary or creek. Petroleum contaminated soil should be cleaned up and disposed of properly. Scoop up the material with appropriate equipment into a compatible leak -proof container or drum. Storage containers should be kept closed, clean, and free of oily residue. 16.6.10. Initially label the container with a general description of the contents. Contact the Emergency Coordinator responsible for the tank for proper EPA and DOT Labels and disposition. 16.6.11. Any reusable equipment used with flammable material should be cleaned and allowed to dry in a well -ventilated area away from heat, flame or spark. 16.6.12. Replenish all spill response equipment used during the event. 16.6.13. Complete a Spill Report Form and submit to Whiting -Turner Safety. 16.7. Spills to Waterways Spills to creeks, streams, bar ditches, surface water, or other waterway are generally considered the most severe type of spill situation, and all personnel must understand the importance of planning and response to avoid a catastrophic environmental situation. Oil-only/floating booms shall be placed and secured on the water, downstream, to prevent migration off site. Whiting - Turner EH&S Manager must be contacted immediately after spill is abated, or sooner if assistance is required. Spills to waterways can be disastrous and cleanup for the affected contractor(s) can be incredibly difficult and expensive. 16.7.1. Develop of list of onsite contractors or personnel who may be able to assist. 16.7.2. HCA Behavioral Health Hospital — Fort Worth Spill Response Contractor Contacts 51 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 16.7.3. The services of a spill response contractor/subcontractor should be retained, or service agreement planned and developed to expedite spill cleanup response. 16.7.3.1. TBD 16.8. Cleanup 16.8.1. The abatement of the spill, including removal of contaminated soil, and confirmation of cleanup soil samples shall be taken for any spills not on a paved surface. Whiting -Turner requires over -excavation of the spilled area to ensure all contaminated soil/screenings are fully removed. Soil samples are to be taken after excavation of the area has been completed. Plastic sheeting may be placed over the excavated area to prevent runoff, contamination of adjacent areas, and to ensure accurate results are obtained. Proper disposal of the soil/screenings is to be completed by a certified waste hauler. 16.8.2. Disposal of small quantities of labeled & bagged sorbents or small quantities of bagged contaminated soil may be taken to the collection area provided by the subcontractor. Antifreeze, petroleum, and battery acid contaminated material will NOT be accepted on - site. 16.9. Training 16.9.1. All employees at the HCA Behavioral Health Hospital — Fort Worth Project will receive awareness -level instruction on the importance of spill prevention and reporting. Spill procedures will be covered periodically in site safety focus meetings by Whiting -Turner. It is however the responsibility of the contractor/subcontractor to train -to -competency competent persons for spill response, and all employees on the following: 16.9.1.1. The importance of spill prevention and protection of the environment 16.9.1.2. Spill reporting procedures for their company and emergency contacts 16.9.1.3. Where spill kits are located and what the contents are 16.9.1.4. Spill response procedures, what types and quantities of spills employees may abate and the safety procedures to do so 521Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EMERGENCY ACTION PLAN Job Site Name and Number: #019474- HCA Behavioral Health Hospital - Fort Worth Site Address: 9000 North Freeway, Fort Worth, TX 76244 This plan was prepared by: Name: Krvstal Atcheson-Todd Title: Superintendent Signature: Date: 1/5/2023 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Purpose: • This plan is for the safety and well-being of the employees working at HCA Behavioral Health Hospital - Fort Worth It identifies necessary management and employee actions during Fires and other Emergencies. Education and training must be provided so that all employees know and understand the contents of the Emergency Action Plan. Location of Plan: • Each Trade Supervisor has been provided a copy of this plan. A copy will also be maintained at the Whiting -Turner Contracting Company Field office. • Any questions concerning this plan should be directed to the plan preparer Krystal Atcheson-Todd Emergency Policy: • It is the policy of this Project that all employees should evacuate the building in case of Fire or other Life Threating Emergency. Alarm System and Notification of Emergencies: • In an emergency, employees will be notified by the following means of notification: 3 Airhorn Blasts This system should provide warning for necessary emergency action and sufficient time for safe evacuation of employees from the work place. 2 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Escape Procedures and Exit Routes: All exits will remain unlocked and unobstructed during work hours. All employees must exit the building in an orderly manner. • The following Company Employees will leave the building through EXIT#1: Q All workers will exit out of the closest exit M • The following Company Employees will leave the building through EXIT#2: Q All workers will exit out of the closest exit Eel Diagrams of the various exit routes will be posted prominently in the work space and are attached to this plan. 3 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Reporting Emergencies: An employee, upon discovering an emergency situation, shall immediately notify other employees in the area of the situation and sound on appropriate alarm. As soon as safely possible, the situation shall be reported to Whiting -Tuner Field Office and the appropriate outside emergency personnel. Type of Emergency: Contact: Phone Number: Fire Fort Worth Fire 911 Medical Emergency Fort Worth EMS 911 Electric Hazard Tri-County Electric Coop. 817-444-3201 Bio-Hazard Fort Worth Fire 911 Other Tornado/Severe Storm 2 Air Horn Blasts These Emergency Numbers Shall Be Prominently Posted Near Each Telephone 4 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Within this Field Office, the following personnel have the duty to ensure that outside emergency personnel have been contacted. They are also responsible for coordinating with outside emergency personnel on the scene and provide direction to the site of the emergency. These personnel are listed in descending order of availability: Name: Phone Number: 1. Krystal Atcheson-Todd 469-304-8882 2. Dusty Roberts 3. Field Engineer 4. 5 682-206-8150 TBD DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Accounting for On -site Employees: After exiting the building, all employees are to assemble for "roll - call" at the following location: Trailer Complex The following personnel are responsible for ensuring that that their employees comply with this requirement, conducting the "roll -call" and reporting to Whiting Turner Contracting Company or the outside personnel the last known location of any missing employees. Name: • Foremen's Names: 2 Company: DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Rescue and Medical Duties: The following personnel are trained and certified in both CPR and general First Aide. In case of a Medical Emergency, they are available to assist until the outside emergency personnel reach the scene. Name: Krystal Atcheson-Todd Company: Whiting Turner Phone #: 469-304-8882 Name: Dusty Roberts Company: Whiting Turner Phone #: 682-206-8150 Name: Company: Phone #: Name: Company: Phone #: DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Critical Operation Shut -down: In order to minimize the damage or danger from a Fire or other Emergency, this Project has determined that certain critical operations should be shutdown immediately. The following personnel are responsible for shutting down the listed critical operations: Name: Company: Tri-County Electric Cooperative - 817-444-3201 Critical Operation: Electrical Power Name: Company: Atmos - 1-866-322-8667 (Emergency Line) Critical Operation: Natural Gas Name: Company: Critical Operation: Name: Company: Critical Operation: M. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Further Information: Any suggestions, comments, or questions for improvement of this plan should be directed to: Name: Krystal Atcheson-Todd Phone#: 469-304-8882 M DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF �{� eet p`� Ae�r� N � GATE #1 EX. PUBLIC 12" WATERLINE X-20561 / 'y _$50.00' PROP. 10" PRIVATE LOOP— H�g - _ _ L=377.26 T=191.79 CB=N '44'31 1 .nz-7w -i z q G 6 G .00 sop 72 _ 1 � 1 u Temporary Construction Road u EX. PUBLIC 12 GATE #2 . / i i PROP. PRIVATE E SANITARY SEWE EXIT #; v kCPROP. PRIVATE SANITARY SE\ LEANOUT (r PROP. 3" DOMESTICI WATER LIN DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT K WT UTILITY AVOIDANCE POLICY SC34 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UTILITY LOCATIONP AVOIDANCE POLICY Effective Date: 06/01 /2019 All Whiting -Turner Project teams shall ensure that the following protocols for underground utility location are adhered to on all Whiting -Turner Job Sites. There are no exceptions to this protocol unless by written petition approved and signed by a Whiting -Turner Senior Vice President. Any petition to gain exception to this protocol shall include a detailed discussion stating why the protocol is being deemed unnecessary and 100% assuredness that every direct buried and encased utility has been located. Whiting -Turner Team Implementation Notify and schedule a preconstruction meeting three (3) weeks in advance of excavation work. Required attendees of this meeting shall be as follows: • Whiting -Turner Project Manager and Lead Superintendent • Subcontractor's excavation authorized competent person • Subcontractor's operator(s) • Utility locator Representatives of owners/design teams, with direct knowledge of existing underground conditions Utility company representatives (on public property) DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF Protocol Whiting -Turner shall: • Conduct the Excavation/Utilities Subcontractor Preconstruction Review using Whiting -Turner's form as the agenda of the meeting • Conduct a walk/discussion of the work area with all required parties • Assure at completion of the meeting, all parties sign the form where applicable All contractors whose work involves excavations or trenching shall be required to: • Attend and participate in Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction review resulting in completion of Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review form • Provide Vacuum Truck potholing services at required intervals prior to disturbing any soil • Ensure Excavation Equipment Operator(s) attendance for Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review, site walk and Excavation Equipment Operator's/Utility Avoidance Orientation • Notify 811 call centers to have utilities identified and marked by utility provider or private locator. • Once utilities are identified and marked, locate all utilities by potholing method utilizing a vacuum truck(s). Utilities that will be continuously encountered must be located again at the following frequency: • Direct burial utilities must be relocated every 50 feet • Utilities encased must be relocated every 100 feet • Ensure that all their Equipment Operators involved in utility excavation work attend the Whiting -Turner Excavation/Utilities Subcontractor Preconstruction Review, Site Walk and Excavation Equipment Operator's/ Utility Avoidance Orientation • Ensure that all their Operators set up and start the digging process following rules and requirements as listed in the Excavation Equipment Operators/Utility Avoidance Orientation If work is suspended for 3 weeks, or if conditions change, the forms and operator orientation must be reviewed by all responsible parties prior to restarting work DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UTILITY LOCATION/ AVOIDANCE SUBCONTRACTOR PRECONSTRUC Whiting -Turner lead superintendent and project manager wi on items below Job Name: Activity Start Date: Activity Start Time: Excavation Subcontractor: Location of Excavation: Excavation Purpose: Date: Activity End Date: Activity End Time: Sub -tier Contractors: 1. Place check marks in boxes next to utilities that are known and marked on provided as built drawings. ❑ Electric ❑ Gas ❑ Tele/Data ❑ Water ❑ Sanitary Sewer ❑ Cable ❑ Steam Line ❑ Other: In addition to the check marks that were placed above, circle any utilities that could potentially be present as unidentified in the work area(s). 2. Which of the following will be utilized to provide underground utility identification? ❑ Subcontractor authorized person: ❑ State Locator (MISS Utility, Call Before You Dig, etc.); Ticket #: ❑ Private 3rd Party Locator: 3. After utilities are marked on this date a representative from the Owner, Whiting -Turner, Excavation Subcontractor, Utility Locator and the Equipment Operator(s) will walk the work area to review and discuss where known and potentially unknown utilities may be located prior to commencement of soil disturbing activities. 4. Name of excavation subcontractor authorized competent person responsible for reviewing as -built drawings, interpreting marks left by locators, identifying all services to buildings, consulting maps, field sketches, and surveying the site for additional signs and curb markings. Name: Title: 5. Name of excavation subcontractor authorized competent person responsible for ensuring that all persons involved in the work (including equipment operators) are aware of safe work practices and procedures to perform the work? Name: Title: Contact # 6. Name of Vacuum Truck company the excavation subcontractor will use to perform vacuum potholing. Name: Contact: DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UTILITY LOCATION/ AVOIDANCE Potholing for reoccurring direct buried utilities is required every 50 feet Potholing for reoccurring encased utilities is required every 100 feet 7. If a utility strike or other emergency occurs, name the subcontractor authorized competent person who will be responsible for notifying the appropriate emergency contact personnel listed below: All utility valve and switch whereabouts and shut down procedures must be identified and known. Prior to start of work, list the location of each applicable valve or switch so that access is immediate in case of emergency. Electric: Name of Contact: Contact #: Water: Name of Contact: Contact #: Gas: Name of Contact: Contact #: Steam: Name of Contact: Contact #: Fire: Contact# Name of Contact: Contact #: Whiting -Turner Lead Superintendent: Contact #: 8. Care must be taken to prevent non -construction personnel from entering work areas. What type of barricades will you as the excavation subcontractor be utilizing to ensure that the work area is isolated from non -construction personnel? 9. If the work will take place next to adjacent buildings, the subcontractor authorized competent person must ensure that exhaust and dust does not enter building air intakes. What methods will you as the excavation subcontractor be utilizing to control this exposure? 10. Attach copies of as -built drawings, documentation of interpreting marks left by locators, consulting maps/field sketches, models and any other information utilized to predetermine potential utility locations and services to the building. 11. Prior to backfill of excavation, subcontractor must verify and provide Whiting -Turner Superintendent with utilities GPS locations and depths. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UTILITY LOCATION/ AVOIDANCE Subcontractor Representatives: Company Name: Name (Print): Signature: Name (Print): Signature: Name (Print): Signature: Date: Date: Subcontractor's Excavation Operator Representatives: Company Name: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Whiting -Turner Representatives Whiting -Turner Project Manager (Print): Date: Signature: Whiting -Turner Superintendent (Print): Date: Signature: This review has been conducted for the work, days and times listed above. Any change in operation will require a new review conducted by affected parties prior to start of new work. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI It is Whiting -Turner's policy that every reasonable effort be taken to eliminate recognized hazards from our operations. In the construction industry, utility -related incidents continue to occur on nearly a daily basis. In an effort to help avoid these types of occurrences, Whiting -Turner has created an excavation equipment operator/utility avoidance orientation to heighten awareness of potential known hazards associated with these activities. Every operator involved, plays an instrumental role in performing these tasks safely and avoiding unplanned strikes of buried utilities. To assist operators in accomplishing these tasks in a safe manner, Whiting -Turner has developed guidelines to follow when performing excavation work near existing utilities on Whiting -Turner project sites so that hazards to operators, fellow workers and the public in general can be avoided. Operator rules and requirements for avoidance of direct buried utility strikes It is this Whiting -Turner Project Team's expectation that all excavation equipment operators will make every reasonable effort to avoid strikes of direct buried utilities while working on this project site. Whiting -Turner considers this as a condition of working on this project site. Name of subcontractors authorized competent equipment operator responsible for working on this Whiting -Turner project site: • Company: • Name: • Name: • Name: Prior to disturbing soil, you as the equipment operator shall: • Ensure that you have the required skill and experience to operate the equipment that you will be using to perform the work. • Inspect your equipment to ensure that all aspects of the equipment are functioning properly. • Ensure that you are familiar with how all equipment responds when operating it. • Familiarize yourself with site surroundings, landmarks, marks, existing utilities, etc. • Actively participate in the preconstruction meeting discussions and job walks. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI1 When Digging Commences: • Ensure that you have good visibility (i.e., clear glass, no obstacles and no glare). • Pay close attention to the marks the locater has provided. Do not deviate from these marks. • Make slow, deliberate movements when operating equipment. Do not get in a hurry and/or make quick orjerky movements during operation. • Do not use machinery to dig within 48 inches of a marked utility line. Once this boundary is reached, stop the equipment, rest the bucket on the ground, take your hands off the control levers and wait to receive direction to proceed from your designated authorized competent person. • Do not attempt to remove spoils by making sweeping motions with equipment bucket when within the 48-inch boundary of the located utility marks. • Do not try to break hard ground by using the bucket to repeatedly impact the ground. • Utilize the bucket that has the least likelihood of striking and damaging a utility line. • Utilize spotters when necessary. Ensure that spotters are always within your sight and out of danger of being struck by your equipment. • Dig parallel to lines removing six (6) inches of soil or less per pass. • Pay close attention to depths of differing utility lines. • Stay focused. Do not engage in anything distracting while sitting behind the controls of the equipment. • Do not smoke near or on the equipment. • Do not leave the seat of running equipment. • Backfill carefully. Do not drop rocks or clods on exposed utilities. • Make sound decisions based on well thought outjudgments. • If unsure of how to proceed safely, stop and seek guidance from your supervisor. By signing below, you acknowledge that Whiting -Turner's Excavation Equipment Operator/Utility Avoidance Orientation has been discussed with you. I understand and agree to follow all rules and requirements as discussed. Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF DISCLAIMER The information contained in this Policy is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Policy is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate safety plan and/or site -specific safety planning and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety planning must meet or exceed the requirements of the Whiting -Turner's EH&S program and this Policy, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Policy and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Policy and makes no representation to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incident, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF EXHIBIT L City of Fort Worth DAP SC33 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF SECTION 00 52 43 00 52 43 - 1 Developer Awarded Project Agreement Pagel of 4 2 AGREEMENT 3 THIS AGREEMENT, authorized on 6/21 /2023 is made by and between the Developer, (Insert 4 Full Legal Name of Developer), authorized to do business in Texas ("Developer") , and 5 Clean Scapes , authorized to do 6 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project 11 identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 HCA Behavioral Health Hospital 16 CPN 104380 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents 20 are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 45 working days after the date when the 23 Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions 24 of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer will 27 suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 28 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City 29 Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also 30 recognizes the delays, expense and difficulties involved in proving in a legal proceeding the 31 actual loss suffered by the Developer if the Work is not completed on time. Accordingly, 32 instead of requiring any such proof , Contractor agrees that as liquidated damages for delay 33 (but not as a penalty), Contractor shall pay Developer zero ($0.00) for each day that expires 34 after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final 35 Letter of Acceptance. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised June 16, 2016 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of six- h a f t a fetw htffidfed rift, Four ,,o„___ 39 a4+d wy,offt.. &. e eet4s 4 604,454.75). 1 four thousand three hundred fifty Dollars and forty three cents ($4,350.43). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A.The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Development Bond 52 d. Maintenance Bond (DAP Version) 53 e. Power of Attorney for the Bonds 54 f. Worker's Compensation Affidavit 55 g. MBE and/or SBE Commitment Form (If required) 56 3. Standard City General Conditions of the Construction Contract for Developer Awarded 57 Projects. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment or, if 60 not attached, as incorporated by reference and described in the Table of Contents of the 61 Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the Agreement 66 and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised June 16, 2016 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all claims 76 arising out of, or alleged to arise out of, the work and services to be performed by the 77 contractor, its officers, agents, employees, subcontractors, licenses or invitees under this 78 contract. This indemnification provision is suecificallv intended to overate and be effective 79 even if it is alleged or uroven that all or some of the damages being sought were caused, in 80 whole or in cart, by anv act. omission or negligence of the citv. This indemnity provision is 81 intended to include, without limitation, indemnity for costs, expenses and legal fees incurred 82 by the city in defending against such claims and causes of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the 85 city, its officers, servants and employees, from and against any and all loss, damage or 86 destruction of property of the city, arising out of, or alleged to arise out of, the work and 87 services to be performed by the contractor, its officers, agents, employees, subcontractors, 88 licensees or invitees under this contract. This indemnification urovision is suecifically 89 intended to ouerate and be effective even if it is alleged or uroven that all or some of the 90 damaues beinu sought were caused, in whole or in part. by anv act. omission or negligence 91 of the citv. 92 93 Article 7. MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 96 Construction Contract for Developer Awarded Projects. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 99 without the advanced express written consent of the Developer. 100 7.3 Successors and Assigns. 101 Developer and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and obligations 103 contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining 107 provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of Texas. 110 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern ill District of Texas, Fort Worth Division. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised June 16, 2016 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 112 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized 115 signatory of the Contractor. 116 117 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 118 counterparts. 119 120 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 121 Contractor: Clean Scapes Developer: HCA Health Services of Texas Lo (Signature) (Printed Name) Title: Company Name: Clean SCapes Address: City/State/Zip: (Signature) (Printed Name) Title: Company name: HCA Health Services of Texas Address: City/State/Zip: Date Date 122 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised June 16, 2016 DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 1 ofj� Bidder's Application Bidlist Item Specification Unit of Bid No Description Section No. Measure Quantity Un Price UNIT I: WATER IMPROVEMENTS 1 3305.0109 Trench Safety 3305 10 LF 1321 $2.00 2 3312.2203 2" Water Service 33 12 10 EA 2 $6,281.00 3 3311.0041 4" Water Pipe 3311 12 LF 13 $30.00 4 3311.0141 6" Water Pipe 3311 12 LF $43.50 5 3311.0461 12" PVC Water Pipe 3311 12 LF ,1�321 $112.50 6 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 4.068 $6,029.50 7 3312.2802 4" Water Meter and Vault 32 12 11 EA 2 $48,100.00 8 3312.3002 6" Gate Valve 33 12 20 EA/ 4 $2,136.00 9 3312.3003 8" Gate Valve 33 12 20 E 1 $3,537.00 10 3312.3105 12" Cut -in Gate Valve 33 12 20 A 2 $6,500.00 11 3312.3005 12" Gate Valve 33 12 20 EA 5 1 $5,276.401 12 3312.0001 Fire Hydrant 33 12 40 EA 2 $6,761.00 13 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 3 $8,190.00 14 3305.0202 Imported Embedment/Backfill, CSS 33 05 lffl CY 146 $100.00 15 3305.0204 Imported Embedment/Backfill, Crushed Rock TOTAL 33 0 0 L4NIT I: WATER CY IMPROVEMENTS 27 $45.00 Proposal Bid Value $2,642.00 1 $12,562.00 1 $390.00 1 $3,610.50 1 $148,612.50 1 $24,528.00 1 $96,200.00 1 $8,544.00 1 $3,537.00 1 $13,000.001 $26,382.00 $13,522.00 $24,570.001 $14,600.001 $1,215.00 1 $393,915.00 1 contractor is not responsible Items. All items are by others. RISFNGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 2023-04-48 Revised Bid Proposal DAP DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF DAP - BID of 4 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Bidder's Bidlist Item Description Specification Unit of Bid No Section No. Measure Quantity UNIT II: SANITARY SEWER IMPROVERkF.NTS 1 3301.0002 Post -CCTV Inspection 3301 31 LF 28 2 3301.0101 Manhole Vacuum Testing 3301 30 EA 3 3305.0109 Trench Safety 3305 10 LF /289 4 3331.4115 8" Sewer Pipe 3331 20 LF 9 5 3305.0112 Concrete Collar 3305 15 EA 1 6 3305.0113 Trench Water Stops 33 05 15 E 2 7 3339.1001 4' Manhole 33 39 10 CAA 1 8 3339.1003 4' Extra Depth Manhole 3339 10 ,'VF 11 9 3339.0001 Epoxy Manhole Liner 33 39 60 / VF 17 10 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 6 11 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 34 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS ication / Bidder's Proposal Unit Price I Bid Value $2.00 $578.001 $175.00 $350.001 $2.00 $578.001 $91.50 $26,443.501 $400.00 1 $400.00 1 $2,000.00 $4,000.001 $13,471.00 $13,471.001 $340.00 $3,740.001 $300.00 $5,100.001 $45.00 $270.001 $100.00 $3,400.001 This subcontractor is not responsible for these Items. All items are by others. $58,330.50 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 Form Version May 22, 2019 2023-04-48 Revised Bid Pmposal_DAP DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF 00 42 43 DAP - BID PROPOSAL Page 3 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 13141.IJO13 Fc111Vvcl,VIIVI�UILdJu<iCl J JGV 1.VV 1 V l,Vlll. T�Vllll i[CI./dll, /'11 lCllal/,IIUUJIIIpI 4 1919 0400 ,.�..�� J_d6. 9 3291.0100 Topsoil 10 3292.0100 Block Sod Placement GL w I I J Lr J+J y8.41/ jSZ, i 90.ZG l 3201 29 ]7 11 70 3y TTI T39 '�� ;� 100.0L $77,009.-rd l 1C 11 RV 2V 730 mTC�.rr�^�,�VP.'L1II 1--I/x 21Q 17 2C cr OCU' .al 1110W-a5-A21 32 is 2F Gf SIG $5.4 0304.;31 3291 19 CY 58 $22.66 $1,314.281 3292 13 SY 519 $5.85 $3,036.151 TOTAL UNIT IV: PAVING IMPROVEMENTS This subcontractor is not responsible for Item No. 1 - 7. Items are by others. $4,350.43 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 Form Version May 22, 2019 2023-04-48 Revised Bid Proposal DAP DocuSign Envelope ID: D544F182-EE6C-4458-950A-79B8C92A4EDF UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 4 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity Bid Summary I IAIIT 1: WATER IMP IRG)VEAAE1ITC I INIT 11: CAAIITARV SEINER IMPRQVFME'ITi� UNIT IV: PAVING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Clean Scapes PO Box 203070 Austin TX 78720 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Total Construction Bid BY: Travis Turgeon TITLE: DATE: END OF SECTION Bidder's Proposal Unit Price Bid Value lymOUO� rJ.'eE} W��OOQ.�C $4,350.43 $604,464481 $4,350.43 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 2023-04-48 Revised Bid Proposal DAP Client#: 106720 CLEANSCA DATE (MM/DD/YYYY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE 8/23/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Stefanie S. Wornell USI Southwest Austin PHONE 512 651-4152 512 467-0113 (A/C, No, Ext): (A/C, No): 7600-C N. Capital of TX Hwy #200 ADDRESS: Stefanie.Wornell@usi.com Austin, TX 78731 INSURER(S) AFFORDING COVERAGE NAIC # 512 451-7555 Republic Franklin Insurance Company 12475 INSURER A : p P Y INSURED INSURER B : Graphic Arts Mutual Insurance Company 25984 Clean Scapes Enterprises Inc. Texas Mutual Insurance Company 22945 INSURER C : p Y Clean Scapes - Dallas, LLC P.O. Box 203070 Austin, TX 78720-3070 INSURER D : Indian Harbor Insurance Company INSURER E : Twin City Fire Insurance Company INSURER F : Utica Lloyd's of Texas 36940 29459 10990 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL'SUBR LTR INSR WVD POLICY NUMBER POLICY EFF POLICY EXP LIMITS (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY 5363417 06/01/2023 06/01/2024 EACH OCCURRENCE $1,000,000 Fvl occur ence) OO,000 CLAIMS -MADE OCCUR ,PREMISES (Ea $1 X PD Ded:2,000 MED EXP (Any one person) $5,000 PERSONAL & ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY X PRO- JECT LOC PRODUCTS - COMP/OP AGG $2,000,000 OTHER: $ AUTOMOBILE LIABILITY IF AUTOMOBILE 5363418 06/01/2023 06/01/2024 COMBINED SINGLE LIMIT accident) $1,000,000 X ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS HIRED X Ix NON -OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) $ B X UMBRELLA LIAB X OCCUR 5363421 06/01/2023 06/01/2024 EACH OCCURRENCE $10,000,000 EXCESS LIAB CLAIMS -MADE AGGREGATE $10,000,000 DIED I XI RETENTION$10,000 $ C WOKKERS COMPENSATION 0001180225 06/01/2023 06/01/2024 X STATUTE EORH AND EMPLOYERS' LIABILITY Y/ N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? F_N1 N / A (Mandatory in NH) E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $1,000,000 D Professional E&O PECO063507 06/01/2023 06/01/2024 $2M Each Claim/$2M Agg & Pollution Liab. $25,000 Retention E Crime/EMPL Theft 65KBO37933023 04/30/2023 04/30/2024 $1,000,000 Limit DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Job Name Fort Worth Behavioral Health. The General Liability and Auto policies include blanket automatic Additional Insured endorsements that provide Additional Insured status to the Certificate Holder (and other entities as required by the Prime Contract), only when there is a written contract that requires such status and only with regard to work performed on behalf of the named insured. The General Liability, Auto, and Workers Compensation policies (See Attached Descriptions) CERTIFICATE HOLDER City of Fort Worth 200 Texas Street CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE © 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) 1 of 2 The ACORD name and logo are registered marks of ACORD #S41223721 /M40177334 DAM H B DESCRIPTIONS (Continued from Page 1) provide a Blanket Waiver of Subrogation in favor of the same when required by written contract. Coverage is Primary and Non -Contributory, when required by written contract. Umbrella is follow -form coverage. SAGITTA 25.3 (2016/03) 2 of 2 #S41223721/M40177334 TOKIOMARINE , W%v HCCM Bond Number: 1001193989 MAINTENANCE BOND KNOW ALL PERSONS BY THESE PRESENTS; Clean Scapes-Austin, LLC as Principal, and American Contractors Indemnity Company dba Texas Bonding Company a corporation organized and existing under the laws of California as Surety, are held and firmly bound unto the Whiting Turner Contracting Company ("Developer") and the City of Forth Worth, Texas (the "City") as Obligee, in the sum of Four Thousand Three Hundred Fifty and 43/100's Dollars ($ 4,350.43 ) lawful money of the United States of America, to be paid to the said Obligee, or its successors or assigns, to the payment of which sum well and truly to be made, we do bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal entered into a contract with the said Developer dated July 20th, 2023 for Fort Worth Behavioral Hospital - Scope of work limited to 58 cVds of topsoil and 519 sv of bermuda sod and, WHEREAS, the Obligee requires that this bond be executed on or before the final completion and acceptance of said contract and NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal shall remedy without cost to the Obligee, any defects which may develop during a period of Two Years (2) from the date of completion and acceptance of the work performed under the contract, caused by defective or inferior materials or workmanship, then this obligation shall be void; otherwise it shall be and remain in full force and effect. Signed and sealed this 15th day of August Principal (s): By: , 20 23 . Clean Scapes-Austin, LLC Surety: American Contractors Indemnitv Company dba Texas Bondino Comoanv zz- Brad H. Ballew Attorney -in -Fact the UNITED STATES SURETY iia 4yombmYlm �E�x. ' I certify under PEN, WITNESS my hand Signature Kio lo, Assl%aan of i set F ? S' 4 American Contractors Indemnity Company dbaTexas Bonding Company TEXAS COMPLAINT NOTICE IMPORTANT NOTICE 1. To c)btain information or make a corttplaint: I You may contact your agw: 3. You .may call the company's toll, free telephone number far information or tQ make a. complaint at: 1-800-486-6695 4. You .tnay also write to the companvat: 801 S. Pigwroa Street, Suite 700 1.16s Angele,!�, CA 900,1.7 5., You may contact the 'dens Department of Insurance to obtain infoj�b ion on eornpaaiies, coverages, ruts, or complaints at: 1-800-252-3439 6_ You may write to the Texas Department of Insurance at: C'onsutnd Prorecti.oti ,l11-:1.A) P.Q. Box 149091. Austin, TX U114-909 . Fax No, (512) 490-1r007 Web: htt� �lw�'�l.tdi:texas Gov l -mail:.C;onsuanerProteetioncit!tdi.texast ov 7. PREMIUM OR CLAIM DISPUTES: Shoutd you have a dispute, concerning your premi am or about a claim you should contact the agent or the company first. If the dispute is not resolved,. you may Contact tlxe Texas Departtner t of Insurance, '& ATTACH THIS NOTICE TO YOUR POLICY n is notice is for i.nfgrmatam only and does .not become a part ojr condition of the attached docurnent. AVISO IMPORTANTE Para oftener informacion o para someter una clueja: Puede comunicarse con su. ag'ente. I.lsted puede 11arnar it nurnero de tele,fono gratis tie la compania's para inrormacion o para sotneter utta clueja al: 1-800-486-6695 Listed tantbien puede escribir a is compania: 801 S, Figueroa Street:, Suite 70t1 Leis .Angeles, CA 9-001. 7 Puede con4t6'eairsecon: et. Departarnento de Seguro:s tie Te.xas para:o:btener infornlacion acerea de compar ias,. coberturas, derechos, o ctuejas at: 1-800-252-3439 Puede escribir a] Departamento. tie Seguros de Texas at: Consurner.Prot€ct.ion (l I I -I ) P.O. 'Box 149091 Austi% 'rX. 79714-9091 i" ax No. (512) 490-1001 Web: ltt,t�:> /uwu.ad.i.state.t?c.tis .E-triail: C onsumerProtectioar&tdi.texas..aov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una d sputa concerniente a su prima o a un. reclamo, debe corrluriicarse coil el agente o ]a compania primem Si no se resuelve la dis-puta. puede entonces comun:i,carse con el depadamento (TDI). UNA ESTE A;VISO A SU POLIZA Estaaviso es'solo. para propositode informacion v no se convieAe en parte o condicion;del. ciocuxnenta adjunto, xccsncM0009110 DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E V" WHITING -TURNER PROJECT Fort Worth Behavioral Hospital LOCATION Alliance Town Center Blvd Fort Worth, TX 76244 TO Moss Utilities, LLC 11050 Ables Lane Dallas, TX 75229 ATTN Ruben Aguilar Subcontract Supplement The Whiting -Turner Contracting Company W-T Job Number: 019747 DATE 08/10/2023 SUBCONTRACT SUPPLEMENT NO. 002 SUBCONTRACT NO. 019747-33A SUBCONTRACT DATE W-T PROJECT MANAGER Charles Schoolfield YOUR SUBCONTRACT IS HEREBY AMENDED TO INCLUDE THE PROVISIONS OF THE EXTRA WORK ORDERS LISTED BELOW. This Supplement constitutes full and final settlement of all claims, demands, disputes, or requests for additional time, delay, impact, acceleration and/or any form of compensation whatsoever, whether asserted or unasserted or known or unknown by you arising out of or relating in any way to the work or services described herein. Subcontractor acknowledges and agrees that any such claims not previously asserted in writing prior to the date of execution of this Subcontract Supplement shall be deemed, and are hereby, expressly waived and released by the Subcontractor. PCI Description Amount 000022 Per City Legal requests this Supplement shall remove all strike outs from the $0.00 original Supplement/Contract and include sheets from the City's Standard DAP Agreement. TOTAL ADD THIS SUPPLEMENT Zero Dollars 00/100 Dollars: $0.00 Original Subcontract Amount Previous Supplements Amount of This Supplement Revised Subcontract Amount* $1,441,340.00 $0.00 $0.00 $1,441,340.00 Subcontractor: Moss Utilities, LLC D Sig— by: APPROVED F$G.au1vu (A'w ,..... Signature Shawn Lain Printed Name VP, Project Management Title DATE 9/25/2023 THE WHITING -TURNER CONTRACTING COMPANY D S g etl by: 11ct...el.:w�ey 14j APPROVED F Signature (Vice President) Michael Kersey Printed Name Division vice President Title DATE 9/25/2023 * Consent of Surety - If original Subcontract Amount is increased by more than 10% resulting from this and previous Subcontract Supplements, or original scope of work has been substantially changed, Consent of Surety Company is required below. Surety Company Attorney -In -Fact Date Subcontract Supplement B Rev. 12/5/2018 DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page I of4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3305.0109 Trench Safety 3305 10 LF 1321 2 3312.2203 2" Water Service 3312 10 EA 2 3 3311.0041 4" Water Pipe 3311 12 LF 13 4 3311.0141 6" Water Pipe 3311 12 LF 83 5 3311.0461 12" PVC Water Pipe 3311 12 LF 1321 6 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 4.068 7 3312.2802 4" Water Meter and Vault 32 12 11 EA 2 8 3312.3002 6" Gate Valve 33 12 20 EA 4 9 3312.3003 8" Gate Valve 33 12 20 EA 1 10 3312.3105 12" Cut -in Gate Valve 33 12 20 EA 2 11 3312.3005 12" Gate Valve 33 12 20 EA 5 12 3312.0001 Fire Hydrant 33 12 40 EA 2 13 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 3 14 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 146 15 3305.0204 Imported Embedment/Backfill, Crushed Rock 33 05 10 CY 27 TOTAL UNIT I: WATER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $2.00 $2,642.001 $6,281.00 $12,562.001 $30.00 $390.001 $43.50 $3,610.501 $112.50 $148,612.501 $6,029.50 $24,528.001 $48,100.00 $96,200.001 $2,136.00 $8,544.001 $3,537.00 $3,537.001 $6,500.00 $13,000.001 $5,276.401 $26,382.00 $6,761.00 $13,522.00 $8,190.00 $24,570.001 $100.00 $14,600.001 $45.00 $1,215.001 $393,915.00 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of I sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 2 of4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3301.0002 Post -CCTV Inspection 3301 31 LF 289 2 3301.0101 Manhole Vacuum Testing 3301 30 EA 2 3 3305.0109 Trench Safety 3305 10 LF 289 4 3331.4115 8" Sewer Pipe 3331 20 LF 289 5 3305.0112 Concrete Collar 33 05 15 EA 1 6 3305.0113 Trench Water Stops 33 05 15 EA 2 7 3339.1001 4' Manhole 33 39 10 EA 1 8 3339.1003 4' Extra Depth Manhole 33 39 10 VF 11 9 3339.0001 Epoxy Manhole Liner 33 39 60 VF 17 10 3305.0204 Imported EmbedmenUBackfill, Crushed Rock 33 05 10 CY 6 11 3305.0202 Imported EmbedmenUBackfill, CSS 33 05 10 CY 34 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $2.00 $578.001 $175.00 $350.001 $2.00 $578.001 $91.50 $26,443.501 $400.001 $400.001 $2,000.00 $4,000.001 $13,471.00 $13,471.001 $340.00 $3,740.001 $300.00 $5,100.001 $45.00 $270.001 $100.00 $3,400.001 $58,330.50 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of I sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 343 2 0241.1000 Remove Conc Pvmt 0241 15 SY 739 3 3201.0616 Conc Pvmt Repair, Arterial/Industrial 3201 29 SY 739 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $6.40 $2,195.20 1 $15.84 $11,705.761 $105.02 $77,609.781 $91,510.74 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 For n Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.,ds DocuSign Envelope ID: F67EFF9D-C13C-4BC7-809B-38423306E62E 00 42 43 DAP - BID PROPOSAL Page 4 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS $393,915.00 UNIT II: SANITARY SEWER IMPROVEMENTS $58,330.50 UNIT IV: PAVING IMPROVEMENTS $91,510.741 1 Total Construction Bid $543,756.241 This Bid is submitted by the entity named below: BIDDER: Moss Utilities, LLC 11050 Ables Lane Dallas, TX 75229 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Shawn Lain DxuS1 . by: wvd TITLE: �oeE8PC13I... DATE: 9/25/2023 END OF SECTION 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of Iat Doe Review Bid Proposal_DAP.xIs 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvpe" box provide the complete maior work tvpe and actual description as _provided by the Water Department for water and sewer and TPW for paving. Major Work Type Water new development open cut Ed under) Wastewater new development open cut (24" and under) Concrete Pavement Construction/Reconstruction (Less Than 15,000 SY) Sanitary Sewer Manhole/Structure Interior Lining — Warren or Chesterton Coating Contractor/Subcontractor Company Name Prequalification Expiration Date Moss Utilities 08/31/2024 Moss Utilities 08/31/2024 Moss Utilities 08/31/2024 Moss Utilities 08/31/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Moss Utilities, LLC 11050 Ables Lane Dallas, TX 75229 TITLE: President DATE: 6/29/2023 END OF SECTION 0Z (Signature) CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 0045 12- Prequalification Statement Form Version September 1, 2015 CPN: 104380 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104380. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Moss Utilities. LLC Company 11050 Ables Lane Address Dallas, TX 75229 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Garrett Moss By: (Please,,,Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Garrett Moss , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Moss Utilities for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 20th day of June . 2023. Notary Pu lic in and for the State of Texas 38 END OF SECTION CHRISTINA RACHELLE LAZARIN... :Lallotary Public, State of Texas 39 �.9+ Comm. Expires 01-31-2024 .F of �` Notary ID 132339389 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104380 Revised April 2, 2014 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C SUBCONTRACT THE WHITING -TURNER CONTRACTING COMPANY Address Reply to: THE WHITING -TURNER CONTRACTING COMPANY 301 S. Henderson St. Fort Worth, TX 76104 SUBCONTRACT NO. 019747-33A SUBCONTRACT FOR Site Utilities SUBCONTRACTOR Moss Utilities, LLC Address 3300 Rock Island Road Irving, TX 75060 Remittance Address 3300 Rock Island Road Irving, TX 75060 OWNER HCA Healthcare PROJECT Fort Worth Behavioral Hospital Alliance Town Center Blvd Fort Worth, TX 76244 This agreement, made this 141 day of June, 2023, by and between Moss Utilities, LLC hereinafter called the Subcontractor, and THE WHITING -TURNER CONTRACTING COMPANY, of Baltimore Maryland, with its principal office located at 300 East Joppa Road, Baltimore, Maryland, a body corporate of the State of Maryland, hereinafter called the Contractor, WITNESSETH, that the Subcontractor and Contractor for the consideration hereinafter named, agree as follows: ARTICLE 1. DEFINITIONS -- (a) As used herein, the following terms shall have the meanings indicated: "Architect" or "Engineer" means the architect or engineer directing the work as agent of the Owner, or any other person authorized by the General Contract to direct or pass upon any matter or thing connected with the performance of the General Contract. "Contract Documents" means (a) the General Contract, (b) all general, supplementary and other conditions applicable to the Project, (c) the Drawings and Specifications, and (d) all bulletins and addenda issued in connection with the Project. "Drawings and Specifications" means the drawings and specifications described in Article 2 hereof, and all addenda and/or revisions thereto. "General Contract" means the contract executed or to be executed by the Owner and the Contractor in connection with the construction of the Project and any amendments thereto. Where the contract entered into between Owner and Contractor is a Construction Management Agreement, the term "Contractor" shall be deemed to mean "Construction Manager". "Subcontract" means this document and all of the Contract Documents which shall be made a part of this Subcontract and are incorporated herein by reference. (b) Where the term "Contractor" is used in the Specifications, insofar as it has application to the work required to be done by the Subcontractor as provided herein, it shall be deemed for the purposes hereof to refer to the Subcontractor. The term "Contractor" or "General Contractor" when used in the Contract Documents shall be deemed to SC1 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C make reference to the Subcontractor insofar as it has application to the work covered by this Subcontract. The term "Subcontractor" may be referred to as "it" whether Subcontractor is incorporated or not. ARTICLE 2. SCOPE OF WORK --The work to be performed and materials to be furnished by the Subcontractor are as specified in Article 3 hereof and in accordance with Drawings and Specifications prepared by Coraan Associates, Inc. dated 11/01/2022, and as set forth in Exhibit B. ARTICLE 3. PROVISION OF LABOR AND MATERIALS -- (a) The Subcontractor agrees to furnish and pay for all labor and supervision, tools, apparatus, supplies, equipment, and services, and also to furnish, deliver, install, and pay for all materials necessary for the performance and completion of the work described under the Scope of Work, free from all claims and liens of materiahnen, suppliers, laborers, truckers, subcontractors, and others making claims through the Subcontractor. All such work shall be done to the satisfaction of the Owner, the Architect and/or Engineer, and the Contractor in accordance with the Contract Documents. Subcontractor agrees to submit daily work reports and monthly progress reports and schedule updates upon request by the Contractor. The Subcontractor agrees that with respect to the Scope of Work hereunder it will stand in the Contractor's shoes with respect to the Contractor's obligations to the Owner under the Contract Documents and will perform all work and obligations as set forth on the Contract Documents to the satisfaction of the Owner. At all times that Subcontractor has personnel at the Project site, it shall also have present an authorized representative of Subcontractor who shall supervise and direct Subcontractor's personnel and be responsible for their actions. Such representative shall be authorized to act on behalf of the Subcontractor and communications to such representative shall be binding upon Subcontractor. (b) In the event any deviations from the Contract Documents are incorporated in any shop drawings of or by the Subcontractor, such deviations and the reasons therefore shall be fully explained in writing by separate letter to the Contractor and Owner at the time the shop drawings are submitted to the Contractor and Owner. Failure to so specify and explain any such deviation will automatically void any inadvertent approval of the same by the Contractor, Architect, Engineer and/or Owner. (c) The Subcontractor represents and warrants that it is an expert in the particular line or lines of work herein contracted to be done and that it is competent to know whether the materials, methods and apparatus specified for this work are sufficient and suitable to secure the results contemplated by the Contract Documents. The Subcontractor shall be responsible for fulfilling the requirements of the Contract Documents. Subcontractor agrees to cooperate in carrying out Contractor's quality assurance program including, but not limited to, furnishing necessary documentation and facilitating inspections and quality checks. (d) In the event that Subcontractor employs union labor the Subcontractor agrees to be bound by the terms and provisions of the agreement establishing the Impartial Jurisdictional Disputes Board, any such successor Board, or any subsequent method agreed to be employers and the unions affiliated with the Building and Construction Trades Department, AFL-CIO, for the settlement of jurisdictional disputes. The Subcontractor also agrees that any assignments of disputed work shall be made in accordance with any agreement of record between the disputing trades, or any published decision of record compiled and published by the Building and Construction Trades Department, AFL-CIO in Agreements and Decisions Rendered affecting the Building Industry. ARTICLE 4. DILIGENT PERFORMANCE -- (a) Subcontractor agrees to commence, pursue diligently and complete the work in such sequence and order and according to such schedules as Contractor shall establish from time to time during the course of the work, and shall perform the work so as not to delay any other trades or contractors, time being of the essence of this Subcontract. Any written dates furnished by the Subcontractor and approved by Contractor and Owner for delivery of materials, samples, shop drawings, etc., shall become a part of this Subcontract. Subcontractor shall furnish information requested by the Contractor in connection with monitoring and updating the Project schedule and shall immediately notify Contractor in writing of any interruption of the work or late delivery which causes or may cause a delay in Subcontractor's performance. No extension of completion date shall be permitted unless approved in writing by the Contractor and Owner, and Subcontractor shall be responsible for any losses or penalties incurred by Contractor as a result of delays in completing Subcontractor's work. If Contractor determines that the Subcontractor is behind schedule or will not be able to maintain the schedule, Subcontractor shall submit a remedial plan to recover, shall work overtime, shift work, or work in an altered sequence, if deemed necessary, in the judgment of the Contractor to maintain the progress of the work. Any such overtime, acceleration, shift or altered sequence work required to maintain progress or to complete the work on a timely basis shall be at Subcontractor's expense and shall not entitle Subcontractor to an extension of time or additional compensation. Contractor may supplement Subcontractor's forces, at Subcontractor's expense, if deemed necessary by the Contractor to maintain the Project schedule. Subcontractor shall be liable to the Contractor for any delay or damages, including consequential or liquidated damages, threatened or assessed against the Contractor to the extent caused by the Subcontractor. (b) To the fullest extent permitted by applicable law, Contractor shall have the right at any time to delay or suspend the work or any part thereof without incurring liability therefore. An extension of time shall be the sole and exclusive remedy of Subcontractor for any delays or suspensions suffered by Subcontractor, but only to the extent that a time extension is obtained from the Owner, and Subcontractor shall have no right to seek or recover from Contractor any damages or losses, whether direct or indirect, arising from or related to any delay or acceleration to overcome delay, and/or any impact or effect of such delays on the Work. (c) Subcontractor shall cooperate fully with Contractor in providing promptly any information requested by Contractor in connection with preparation of schedules for the Project, including, but not limited to, detailed information concerning the sequence, beginning and ending dates of activities, cost breakdowns related to such activities, and any information requested for Critical Path Method scheduling if used for the Project. The costs of all such activities on the part of Subcontractor are included in the Subcontract Amount. (d) In the event of any dispute under this Subcontract or as to the work to be performed, Subcontractor shall continue to diligently perform the work as directed by Contractor without interruption, deficiency or delay. SC2 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C ARTICLE 5. PAYMENT -- (a) Payment of amounts due under the Subcontract, shall be made as follows: The Contractor shall, pay to the Subcontractor an amount equal to ninety percent (90%) or such higher percentage as required by applicable law of the value of the work performed by the Subcontractor as determined by the Architect and approved by the Contractor during any calendar month within fifteen (15) days after payment therefor has been received by the Contractor from the Owner, or within such shorter period specified by applicable law, statute or regulation. The Contractor shall be under no obligation to make any payment to the Subcontractor except to the extent that the Contractor has received funds from the Owner for the work invoiced by the Subcontractor; that is to say, the Subcontractor shall not be entitled to payment if for any reason, the Owner fails to pay the Contractor in accordance with the General Contract, such payment from the Owner being a condition precedent to any obligation of Contractor to Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Retainage and any other balance of the Subcontract Amount shall be payable fifteen (15) days or within such shorter period specified by applicable law, after the work under this Subcontract has been completed and accepted by the Owner, Architect, and Contractor and following approval by the Architect of the final application for payment, and settlement of all claims, if any, under this Agreement, provided that Subcontractor has fully performed all of its obligations hereunder. The Contractor is hereby authorized to deduct and offset from any payment an amount equal to any and all sums or obligations owing by the Subcontractor to the Contractor and costs necessary to complete the work to be performed under this Subcontract, and any and all claims liquidated or unliquidated, by the Contractor against the Subcontractor, arising hereunder, under any other contract or agreement between the Subcontractor and the Contractor or from any other liability or obligation of the Subcontractor to the Contractor whether under this Subcontract or otherwise. (b) The Subcontractor agrees to submit to the Contractor applications for payment by the 25th of each month, or at such other time as provided in the Contract Documents so as to enable the Contractor to timely apply to the Owner for payment. As a condition precedent to the payment of any application, the Subcontractor shall (1) produce waivers of mechanics lien rights and claim releases in the form required by Contractor by Subcontractor and all persons supplying labor or materials to the Subcontractor on the Project through the period covered by the application, or (2) exhibit such other evidence as the Contractor may require that charges for all labor and material have been paid. Any payments made by Contractor to Subcontractor are to be held in trust by Subcontractor for the payment of any lower tier Subcontractor or supplier. The Contractor shall have the right to contact Subcontractor's suppliers and subcontractors of any tier, direct or indirect, to determine the current status of indebtedness and Subcontractor authorizes them to provide such information. Contractor in its discretion may make checks payable jointly to Subcontractor and the supplier or subcontractor or directly to the supplier or subcontractor for the account of the Subcontractor. (c) Payment by the Contractor to the Subcontractor or for its account shall not be deemed to be an admission or approval by the Contractor of the sufficiency and adequacy of the work covered by the payment. (d) Notwithstanding any other provisions of this Agreement, Contractor shall be under no obligation to make any payment to the Subcontractor under any provision hereof except to the extent that Contractor has received funds from Owner, payment by Owner being a condition precedent to payment of the Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Notwithstanding the foregoing, nothing in this Subcontract shall be construed to prohibit Subcontractor from pursuing its rights, if any, to a mechanic's lien or statutory bond claim in the event that non-payment of the Subcontractor was caused by the failure of the Owner to pay Contractor amounts legally due. Subcontractor further agrees that, prior to exercising its rights or filing any claims, if any, against the Contractor or any surety for non-payment caused by the failure of the Owner to pay Contractor amounts legally due, Subcontractor shall first timely exercise and exhaust any rights and remedies that may exist with respect to enforcing a mechanic's lien on the Project. (e) Contractor may apply any payments otherwise due Subcontractor hereunder to any other indebtedness, liability or obligation of Subcontractor to Contractor whether under this Subcontract or any other agreement or circumstance. ARTICLE 6. ADDITIONAL OR OMITTED WORK -- (a) In the event that the Contractor directs Subcontractor to perform additional work, Subcontractor agrees that it will promptly perform and diligently complete such work whether or not Contractor and Subcontractor have agreed on the cost of such work. Subcontractor shall submit to Contractor a lump sum proposal for such work, which proposal shall include a detailed cost breakdown for each component of the work, indicating both quantities and unit prices, and such proposal shall be submitted to Contractor not later than 7 days after Contractor directs Subcontractor to perform extra or additional work or such lesser period if required by the Contract between Owner and Contractor. If a lump sum price or unit price for the additional work cannot be agreed upon, or Subcontractor fails to submit such proposal within 7 days after Contractor directs Subcontractor to perform extra or additional work, Subcontractor agrees to do the work on the basis of its actual cost plus percentage fees for overhead and profit as set forth in Article 10. The Contractor shall not be liable for payment for any additional work performed by the Subcontractor unless such work is first expressly authorized by the Contractor in writing and payment is made by the Owner to the Contractor for such extra work, payment by Owner to Contractor being a condition precedent for Contractor to pay Subcontractor for such work. Both authorization in writing by the Contractor and actual payment by the Owner to the Contractor for such extra work shall be conditions precedent to Contractor's obligation to pay Subcontractor for such additional work. Any additional compensation or time to be given to Subcontractor shall be set forth in a Subcontract supplement and shall constitute a full and final equitable adjustment of compensation, time or any other alleged entitlement, known or unknown, arising in connection with the facts and circumstances described in and which gave rise to such contract supplement and Subcontractor waives all damages, direct, indirect and consequential, relating to such facts and circumstances, including, but not limited to, impact, reduced productivity, interference by other trades, lack of coordination of the work by Contractor, inefficiencies, acceleration, delays, extended overhead, diminished bonding capacity or lost profits. (b) In the event that the Subcontractor performs any such authorized additional work on an actual cost plus basis, it shall furnish each day to the representative of the Contractor, duplicate payroll sheets, timesheets, material tickets, SC3 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C equipment charges, and a statement or slips for all other charges, retaining a copy of each thereof, and securing on each thereof the signature of the duly accredited representative of the Contractor. Such signed copies of payroll sheets, timesheets, material tickets, statements and slips shall accompany the application for payment. (c) Should the Contractor during the execution of this Contract require the Subcontractor to omit any work embraced within the terms of this Subcontract, said omission being for the account of the Owner, the Contractor, or any other subcontractor on the work, the Subcontractor agrees to omit such work, and the Contractor will deduct from any monies due the Subcontractor the value of such omitted work as reasonably determined by Contractor. (d) In the event of any dispute, controversy, or claim for additional compensation or time extensions, except for payment for extra or additional work expressly directed by Contractor in accordance with Section 6 (a) of this Subcontract, the compensation for which shall be fully and finally governed by Section 6 (a) of this Subcontract and for which no further claim can or shall be made, notice in writing shall be given to the Contractor no later than seven (7) days following the occurrence on which such claim is based, unless the notice provision in the General Contract between the Owner and Contractor is less than seven (7) days, in which case, Subcontractor shall give notice to Contractor within 2 days less than the time required for Contractor to give notice to the Owner according to the notice provision in the General Contract. Such notice shall describe the dispute, controversy or claim in detail so as to allow Contractor to review its merits. Such notice shall also provide detailed information to substantiate such claim including supporting documentation and calculations, and including any information requested by Contractor. Any claim not presented within such time period shall be deemed waived by Subcontractor. (e) If the Subcontractor shall make any claim against the Contractor for extra work or additional compensation for which the Owner or its agents may be liable, the Contractor may present such claim or claims to the Architect and/or Owner for determination and decision provided (1) such claim is not, in the judgment of the Contractor, made in bad faith, (2) Subcontractor has given notice in accordance with Article 6 (d) and in the form required by the General Contract, and has presented the claim to Contractor within the time required by Article 6 (d), (3) Subcontractor has both requested in writing that Contractor present the claim and has agreed in writing, on terms satisfactory to Contractor, to pay all costs of Contractor in presenting and pursuing such claim. Further, if Contractor requires that Subcontractor execute a liquidating agreement or similar agreement on terms satisfactory to Contractor further memorializing the understanding of the parties in connection with the presentation of such claims, Subcontractor shall execute such agreement as a precondition for Contractor to submit such claim. Presentation of the claim by Contractor shall not be construed as an acknowledgment of the validity thereof, or a waiver of any right of the Contractor, and such action shall be without prejudice to its rights. If the claim is presented by the Contractor to the Architect and the Owner, the decision of the Architect and/or Owner shall be final and binding upon the Subcontractor to the same extent and purpose that it is final and binding on the Contractor. (f) No additional time or compensation will be allowed for weather delays or difficulties or inconveniences arising from mud, dust, water, ice, snow, wind, heat or cold or similar natural or physical conditions unless permitted under the General Contract and a claim therefore is made as set forth in Section 6(e). Contractor assumes no responsibility for material received, unloaded or stored for or by Subcontractor. Materials, tools, supplies, equipment, etc., belonging to or leased to Subcontractor are its responsibility and no claim for missing or stolen property will be allowed. Contractor shall not be required to provide hoisting facilities or temporary power, water or heat unless otherwise provided herein. (g) Contractor may direct Subcontractor to work overtime or premium time and Subcontractor shall comply with such direction. If approved in advance in writing by Contractor's authorized representative, Subcontractor may be reimbursed for such work but only for the difference between regular time and overtime for direct payroll cost and the related payroll taxes, insurance, and benefits, and shall not be entitled to any additional compensation for overhead or profit or for inefficiencies or declines in productivity or other impacts. Subcontractor shall be responsible for the costs of overtime work caused by failure of Subcontractor to provide sufficient manpower, maintain the progress of the Work, or otherwise meet its obligations hereunder. ARTICLE 7. DEFAULT -- (a) In the event the Subcontractor shall, in the judgment of the Contractor, (1) become unable to fulfill its financial obligation, become insolvent, or file or have filed against it any petition in bankruptcy, make an assignment for the benefit of creditors, or commence or have commenced against it or enter into any other proceeding or arrangement for relief of debtors, reorganization or deferral or discharge of debts, (2) fail to pay, when due, for materials, supplies, labor, taxes, or other items purchased or used in connection with the work, (3) fail to pursue the work in accordance with this Subcontract and the schedules established by the Contractor, (4) fail to supply a sufficiency of properly skilled supervisors, workmen, or of materials, tools, equipment, or supplies of the proper quality (including failure occasioned by a strike, picketing, boycott, or other cessation of work by Subcontractor's employees), (5) interfere with or disrupt, or threaten to interfere with or disrupt the operations of the Contractor, the Owner, or any other laborer, materialmen, supplier, subcontractor, or other person working on the job, whether by reason of any labor dispute, picketing, boycotting, or by any other reason, (6) violate any applicable federal, state, or local laws or regulations, (7) advise Contractor or demonstrate to Contractor that Subcontractor will be unable to timely and adequately perform any of its obligations under this Subcontract, or (8) commit any other breach of this Subcontract, then any such event shall immediately with no further action or notice required on the part of the Contractor, constitute a default by the Subcontractor under this Subcontract, and any such event shall be deemed to be a breach of this Subcontract. The Contractor will give the Subcontractor written notice of default. Upon receipt of such notice, Subcontractor shall have two (2) days in which to cure any such default provided, however, that if, in the judgment of the Contractor, such default cannot be cured within a two (2) day period after such notice, or Subcontractor has advised Contractor or Contactor has otherwise determined that Subcontractor is unable to cure or remedy said default, the Contractor will notify the Subcontractor of default but the Subcontractor will not have any right to cure such default and the Subcontractor may be terminated immediately. In the event of a default for which there is no right to cure as provided hereinabove, or in the event of the expiration of the 2-day cure period set forth hereinabove without all such defaults having been fully cured, the Contractor may terminate this Subcontract, take possession of all or any materials, fabricated items wherever located, supplies, equipment and tools pertaining to the Project whether on the Project site, in the Subcontractor's premises or in transit, and may make independent arrangements for completion of the work. Subcontractor grants to Contractor a right of entry into any premises owned or leased by Subcontractor for the foregoing purposes. The amount of completion cost, as well as any other costs, damages, or expenses, including Contractor's legal fees and expense, incurred as a result of such default shall SC4 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C be charged against any unpaid balance due to the Subcontractor under this Agreement or under any other agreement between Contractor and Subcontractor; and, if said total costs, damages or expenses shall exceed the balance due, the Subcontractor agrees to pay the amount of said excess immediately upon demand of the Contractor. The materials, supplies, equipment and tools taken by the Contractor may be used in completing the Project and may be incorporated into the improvements being constructed. With respect to any of such items incorporated into the Project, or consumed in the job, the net reasonable value of the same as of the date of taking shall be taken into account in the calculation of the aforesaid total completion costs, damages, and expenses. With respect to any such items which are not so incorporated or consumed, or which have a salvage value, the Contractor may, at its option (1) assume title to the same or any part of the same, as of the date of default and take into account the net reasonable value thereof as of the date of taking in the calculation of the total completion cost, damages, and expenses or (2) return the same to Subcontractor and take into account the net reasonable value of the use thereof by Contractor in the calculation of the said total completion cost, damages, and expenses (b) In addition to, and not in substitution of, the remedies herein above specified, Contractor may immediately, in the event of default or failure of Subcontractor to perform its obligations hereunder, provide or arrange for such workmen and materials necessary to continue and complete the work contracted for hereunder for the account of the Subcontractor and at Subcontractor's cost and expense, and apply any and all funds due or to become due to the Subcontractor thereto, all without terminating, rescinding or voiding this Subcontract or releasing the Subcontractor from any liability hereunder or from any damages caused by Subcontractor's failure to perform. (c) In the event of a default by the Subcontractor under this Subcontract, all sums and obligations owing to the Contractor by the Subcontractor in any right or capacity, whether under this Subcontract or otherwise, immediately shall become due and payable to the Contractor. (d) In the event the Contractor does not terminate this Subcontract, but assents to delayed completion of the work by the Subcontractor, such assent shall not be construed as a waiver of the Subcontractor's obligation to reimburse the Contractor for any costs, damages, or expenses incurred as a result of such delay; and all such costs, damages, and expenses shall be paid or reimbursed to Contractor upon demand. (e) In the event that Contractor wrongfully exercises any of its rights under this Article 7, Subcontractor's sole and exclusive remedy shall be payment of the Subcontract Amount for the portion of the Subcontract performed by Subcontractor, and Subcontractor hereby waives any and all other rights, claims and remedies under this Subcontract and/or at law. ARTICLE 8. RELEASES OF CLAIMS AND WAIVER OF LIENS -- Subcontractor agrees to provide to Contractor, and to provide and obtain from its subcontractors and suppliers of all tiers, executed releases of claims and/or waivers of liens and lien rights in the form required by Contractor and at such times as may be requested by Contractor. Subcontractor shall hold all monies paid by Contractor in trust for the payment of lower tier subcontractors and suppliers, promptly apply all payments made hereunder to Subcontractor's cost for labor and materials for the Project, and shall further take any and all necessary actions to keep the Project free and clear of all claims for liens and any and all claims against Contractor or Owner or any bonds posted by either of them in connection with the Project. In the event that any person furnishing labor or materials to the Subcontractor files a notice of intent to place a lien on the Project or files a lien on the Project or files a notice of claim or makes a claim against the Contractor or Owner or any bonds posted by either of them in connection with the Project, Subcontractor shall promptly but in no event later than any time required for a release bond to be posted under the General Contract take all necessary steps to have such notice or lien or claim withdrawn, including, if requested by Contractor, the posting of a bond. In the event that Subcontractor does not fulfill its obligations under this Article 8, Contractor may take all actions which it deems reasonable or necessary to protect the Project from liens and claims and the costs of any such actions including the cost of posting a release bond and attorney's fees, shall be deducted from amounts payable by Contractor to Subcontractor under this Agreement or any other agreement or circumstance. Subcontractor shall remain liable in the event that monies payable to it are insufficient to pay any damages or expenses arising from such liens. ARTICLE 9. MISCELLANEOUS -- (a) The Subcontractor shall not sublet, assign or transfer this Subcontract or any part thereof, or the money due or to become due under it, without the written consent of Contractor; and any assignment or transfer without such consent shall be void. Subcontractor hereby assigns to Contractor, upon termination of this Subcontract for any reason prior to its complete performance, all of subcontractor's rights in and to any agreements or purchase orders for labor or materials, equipment or services related to the Project, as well as any shop drawings, plans, specifications, or other documents prepared by or on behalf of the Subcontractor and such assignment shall create no rights in any other person unless accepted by Contractor. Contractor may assign this Subcontract, including but not limited to the Owner, the Owner's lender, or other entities as required by the Owner, to another contractor upon termination of the General Contract, or to any other persons or entities as required by the General Contract. (b) The Subcontractor shall not cause any unnecessary interference with or delay to the Contractor or to other subcontractors on said Project and shall repair promptly and be responsible for all damage done to the work of the Contractor or other subcontractors by Subcontractor, its agents, employees, subcontractors, or suppliers. Subcontractor shall be directly responsible to the Contractor or other subcontractors whose work is so damaged. The Contractor shall be responsible to the Subcontractor for physical damage to Subcontractor's work only if such damage is directly and proximately caused by the sole negligence of the Contractor. (c) The Subcontractor shall clean up and remove daily from the job site dirt, trash and debris arising from its work as directed by the Contractor. In the event the Subcontractor fails to clean up and remove such dirt, trash and debris, the Contractor may, at its discretion, arrange for the same at Subcontractor's expense. (d) To the fullest extent permitted by applicable law, Subcontractor agrees to defend, indemnify and hold harmless the Contractor and/or Owner, their officers, directors, agents and employees, from and against any and all claims, suits, liens, judgments, damages, losses and expenses, including, but not limited to, attorney's fees, arising in whole or in part and in any manner from the acts or omissions of the Subcontractor, its officers, directors, agents, employees or subcontractors, in the performance of this Contract, regardless of whether such lien, claim, suit, judgment damage, loss or expense is caused in part by a party indemnified hereunder. Nothing herein shall be construed to require Subcontractor to indemnify Contractor and Owner and/or their respective officers, directors, agents and employees from the sole SC5 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C negligence of Contractor or Owner, and/or their respective officers, directors, agents and employees. The Subcontractor shall defend and bear all costs of defending any actions or proceedings brought against the Contractor and/or Owner, their officers, directors, agents and employees, arising in whole or in part out of any such acts or omissions, provided, however, that the Contractor and/or Owner shall have the right to approve counsel to conduct such defense. Nothing herein shall be construed to create an indemnity obligation prohibited by applicable law or to waive Subcontractor's rights against any other subcontractor or supplier which may have contributed to causing the injury or damage. In claims against any person or entity indemnified under this Section by an employee of the Subcontractor or Sub -Subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable, the indemnification obligation under this Section shall not be limited by a limitation in amount or types of damages, compensation or benefits payable by or for the Subcontractor or Sub -Subcontractors under workers compensation acts, disability benefits, acts or other employee benefit acts. (e) Subcontractor acknowledges that, before executing this Agreement, it has carefully examined this Agreement, the Contract Documents and the Proj ect site, has made such investigation of the Work required to be done and the material required to be furnished and, based upon such examination and investigation, Subcontractor represents that it fully understands and can perform all requirements of the Contract Documents. (f) With regard to the subject matter of this Subcontract: (1) Subcontractor shall have no greater rights and/or remedies against Contractor with respect to any matter (including, but not limited to, omissions, alterations, extra work and additional compensation) than Contractor has against Owner pursuant to the Contract Documents; (2) Subcontractor assumes all obligations, duties and responsibilities by which Contractor is bound to Owner pursuant to the Contract Documents; (3) Subcontractor shall be bound to Contractor to the same extent that Contractor is bound to Owner by all of the terms, provisions and conditions set forth in the Contract Documents; and (4) Owner shall have all rights and remedies against Subcontractor that Owner has against Contractor pursuant to the Contract Documents. (g) The Contractor shall have the right at any time, and for any or no reason, including for convenience, to terminate this Subcontract and require the Subcontractor to cease work thereon. The Subcontractor, in such event, shall be entitled to further payment only as provided in Article 5. The Subcontractor agrees to be bound by any and all provisions in the General Contract respecting renegotiation as well as termination for any reason. (h) Subcontractor agrees to clearly note on each payment check to, and related invoice of, its subcontractors and material suppliers which exceed One Thousand Dollars ($1,000.00), as being for work or materials provided pursuant to this Agreement for this Project, by name, all to be subject to Contractor's inspection upon request. Subcontractor also agrees to submit promptly to Contractor, upon request, the name, address and telephone number of each subcontractor or supplier of any tier, to Subcontractor for labor, materials, or equipment used on this Project. Contractor may contact any such subcontractors and suppliers and Subcontractor authorizes them to provide Contractor with any requested information (i) The Subcontractor warrants its workmanship and materials furnished against any defects, faults or damages arising therefrom during the period of construction and for a period of one year from the date of final completion of the Project (or for such longer period of time as may be required herein or by the Contract Documents). The Subcontractor shall remedy such defective workmanship, material, or damages at the request of the Contractor, at times convenient to the Owner, and to the satisfaction of Owner, Architect and Contractor. 0) Subcontractor shall comply with all applicable federal, state, and local laws and regulations by which it is bound and shall perform this Subcontract in strict conformity with applicable laws, codes, ordinances, rules, regulations and requirements of Federal, State, County and Municipal authorities and of the National Board of Fire Underwriters and any local fire Underwriters and any local fire insurance exchange now or hereafter in effect. In the event of any discrepancy between the present requirements of such laws or authorities and the provisions of this Subcontract, the former shall govern, and the Subcontractor shall perform the work as required thereby at no extra cost. Should the Subcontractor incur additional costs because of any future change in such requirements, additional compensation therefor shall be subject to Articles 5 and 6 hereof. If the Subcontractor performs any work or is otherwise in violation of any such laws, codes, ordinances, rules, regulations or requirements, it shall bear all costs arising or resulting therefrom. Where applicable, this contractor and subcontractor shall abide by the requirements of 41 CFR §§ 60-1.4(a), 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities, and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity, or national origin. Moreover, these regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability. (k) Subcontractor shall be represented on the job site during the course of its work by qualified, full-time supervisors acceptable to Contractor. The Contractor shall have the right to require at any or all progress meetings, whether called by the Owner, the Contractor, or others, the presence of a representative of the Subcontractor authorized to act in its behalf. All work hereunder shall be performed by persons well qualified and experienced in the kind of work to be performed and licensed as required by law. Subcontractor shall enforce discipline and good order among its employees, suppliers, and subcontractors engaged in the work. Contractor may require Subcontractor to remove from the project any such employees, suppliers, or subcontractors or others employed on the work that Contractor may deem incompetent, improper, or a hindrance to progress of any work on the Project, whereupon any such employee, supplier, or subcontractor shall be so removed and shall not again be employed on any part of the work without written consent of the Contractor. (1) The Subcontractor agrees that it shall not engage in discriminatory employment practices in violation of any Federal, State, or local law, or Owner requirements regarding employment discrimination, including any order or regulation of any agency authorized to enforce any such law. To the extent applicable, the Subcontractor agrees to comply with Title VII of the Civil Rights Act of 1964, Executive Order 11246, and all additional orders, regulations, amendments, etc., pertaining thereto, including certification of non -segregated facilities. The Subcontractor agrees to furnish such additional information, certifications, and policies as may be required by the Contract Documents. The Subcontractor agrees to comply with all applicable rules, regulations and relevant orders of the Secretary of Labor issued pursuant to the Rehabilitation Act of 1973, the Vietnam Era Veterans Readjustment Assistance Act of 1974, and the Americans With Disabilities Act of 1990. If applicable to the work under this Subcontract, Subcontractor shall comply with the SC6 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C requirements of Executive Order 13496 and 29 C.F.R. 471, Appendix A, and the employee notice set forth therein is incorporated by reference into this Subcontract. (m) Subcontractor shall comply with all applicable federal, state and local laws, regulations and orders relating to occupational safety and health, and related procedures established by Contractor and shall, to the extent permitted by law, indemnify and hold Contractor and Owner, their directors, officers, agents and employees, harmless from any and all liability, public or private, penalties, contractual or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, claims or judgments resulting from a claim filed by anyone in connection with the aforementioned acts, or any rule, regulation or order promulgated thereunder, arising out of this Agreement or any subcontract hereunder. Subcontractor further agrees in the event of a claim of violation of any such laws, regulations, orders or procedures arising out of or in any way connected with the performance of this Agreement, Contractor may immediately take whatever action is deemed necessary by Contractor to remedy the claim of violation. Any and all costs or expenses paid or incurred by Contractor in taking such action shall be home by Subcontractor, and may be deducted by Contractor from any payments due Subcontractor. Subcontractor shall have the primary responsibility to safeguard and protect its employees on the Project from injuries as well as any other persons or property which could be affected by Subcontractor's operations on the Project. In addition but not in substitution for Subcontractor's primary responsibility for safety, the Subcontractor agrees to (1) comply with all safety rules and regulations and work practices and procedures established by the Contractor and/or the Owner; (2) take all necessary steps to promote safety and health on the job site; (3) cooperate with Contractor and other contractors in preventing and eliminating safety and health hazards; (4) train, instruct and provide adequate supervision to assure that its employees are aware of, and comply with, applicable Federal and State safety and health laws, standards, regulations and rules, safe and healthful work practices and all applicable safety rules, regulations, and work practices and procedures of the Contractor; (5) not create any hazards or expose any of its employees, employees of the Contractor or employees of Subcontractors to any hazards; (6) immediately abate all hazards within its control regardless of whether it created such hazard; and (7) where the Subcontractor is aware of the existence of a hazard not within its control, notify the Contractor of the hazard as well as warn exposed persons to avoid the hazard. (n) In the event of variations, conflicts, ambiguities or inconsistencies between or among the terms, provisions or conditions of this Subcontract and any other Contract Documents, the terms, provisions and conditions which grant greater rights or remedies to Contractor or impose higher standards with regard to the obligations, responsibilities and scope of work of the Subcontractor shall control. Notwithstanding any other provisions of this Subcontract or of the Contract Documents, no provision hereof shall be construed to permit Subcontractor to pursue against the Contractor rights and remedies available to the Owner against the Contractor in the General Contract unless such rights and remedies are specifically and explicitly made available to the Subcontractor herein. In particular, disputes hereunder shall not be resolved by arbitration, but rather shall be resolved by litigation unless Contractor directs Subcontractor in writing to arbitrate a specific dispute. In the event that arbitration is provided in the General Contract for disputes between Owner and Contractor or Contractor otherwise chooses, at its sole discretion to submit a matter to arbitration, Subcontractor agrees, upon request of Contractor, to submit any disputes as determined by Contractor in its sole discretion, to arbitration and, if necessary, consolidation of said disputes with any arbitration or administrative proceedings between Contractor and Owner or any other party. (o) The Subcontractor agrees to provide and furnish prior to commencing work, certificates in duplicate of insurance covering its work under this Contract for Worker's Compensation, General Liability Insurance to include Bodily Injury and Property Damage Insurance, and other insurance with limits and coverages as set forth in the Contract Documents or in Exhibit A attached hereto, whichever is greater. All policies of insurance shall be in "occurrence" form and with companies and in amounts acceptable to the Contractor, and shall not be subject to modifications or cancellation during the terms of the work hereunder without thirty (30) days prior written notice to the Contractor by certified or registered mail. Subcontractor will not change or terminate said policies without the written consent of the Contractor. The Subcontractor accepts exclusive liability for contribution tax or premiums for Unemployment Compensation, Social Security, Withholding Tax and Worker's Compensation. (p) The Subcontractor agrees to furnish a bond guaranteeing its performance of this Subcontract, and the payment of its subcontractors and suppliers, if so requested by the Contractor, in amount and form and with such surety as are acceptable to the Contractor. The cost of the bond shall be paid by Subcontractor unless otherwise provided herein. Subcontractor shall be deemed not to have provided a bond meeting the requirements of this Subcontract in the event that the bond is conditioned upon the payment of monies due Subcontractor hereunder to an escrow agent or other third party who will disburse payment to subcontractors, material suppliers or other creditors of the Subcontractor. (q) The Subcontractor understands and agrees that it shall not deal directly with representatives of the Owner, but shall handle all matters connected with this Subcontract, the work, or the furnishing of the materials or payment therefor, exclusively through the Contractor, unless otherwise directed in writing by the Contractor. (r) This Subcontract shall be governed by the laws of the State of Maryland, without regard to principles of conflict of laws. Any action or suit arising hereunder shall be brought in the jurisdiction where Contractor's principal office is located without regard to principles of conflict of laws or forum non conveniens. In the event of litigation between them, Contractor and Subcontractor waive trial by jury. If requested by Contractor, Subcontractor agrees to submit any dispute under this Subcontract to arbitration under the Construction Industry Rules of the American Arbitration Association, or pursuant to any Arbitration procedure and rules governing the General Contract, if any. (s) Neither party hereto may waive or release any of its rights under this Agreement, except in writing. The waiver by either party hereto of any breach of any provision of this Subcontract shall not be construed as, or constitute, a continuing waiver, or a waiver of any other breach of any provision of this Subcontract. (t) If any provision of this Agreement is held by a Court of competent jurisdiction or arbitrator(s) to be invalid or unenforceable, whether in whole or in part, such provision shall be ineffective only to that extent without invalidating or rendering unenforceable any valid portions of the provision and/or any other provision of this Subcontract. (u) The Parties agree that they have both had the opportunity to obtain the assistance of counsel in reviewing the terms of this Subcontract prior to execution, and as such this Subcontract shall be construed neither against nor or in favor of either party, but shall be construed in a neutral manner. (v) Owner shall be considered a third party beneficiary of all of Contractor's rights under the Subcontract, but not the obligations. Subcontractor shall have no rights or claims directly against Owner except to the extent of any mechanic's lien rights available by statute. All other legal or equitable claims by Subcontractor, including claims against Owner of quantum meruit or unjust enrichment, are hereby waived and released. This Subcontract and the exhibits attached hereto SC7 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C and incorporated by reference herein contain the entire agreement of the parties with respect to the subject matter of this Agreement, and supersede all prior negotiations, agreements and understandings with respect thereto. This Subcontract may be amended only in writing signed by both Contractor and Subcontractor. ARTICLE 10. SUBCONTRACT AMOUNT —The Contractor agrees to pay the Subcontractor for the performance of its work hereunder the following sum or sums, which shall unless otherwise specified, include all taxes, insurance premiums, charges for pen -nits and all other fees and charges, and shall be firm and binding on the Subcontractor for the work and not conditioned upon a firm completion date or on any labor increases or material escalation costs which might occur during the course of construction: One Million Four Hundred Fiftv-Five Thousand Three Hundred Seventv Dollars ($1,455,370.00) Percentage fees for overhead and profit for extra work, subject to the provisions of Article 6 hereof, shall be: 10% for work performed by Subcontractor's own forces and 5% for work performed by its subcontractors and suppliers. Sub - subcontractor shall likewise be entitled to 10% for work performed by their own forces and 5% for work performed by their subcontractors and suppliers. No fee will be allowed on overtime premiums. Such percentages include all office overhead and supervision above the foreman level. ARTICLE 11. CONTRACT ALTERATIONS AND OMISSIONS —Any terms and conditions, to the extent inserted or added as part of an exhibit hereto by Contractor into this Subcontract, are hereby acknowledged by both parties to form a part of this Subcontract. In the event any terms and conditions are inserted or added as part of an exhibit hereto by Subcontractor, such terms and conditions shall only become part of this Subcontract if, and only if, each such term or condition is initialed by both Parties. In the event of conflict between any such properly added terms and conditions, and the standard terms in this Subcontract, the added terms and conditions shall prevail. In the event any such changes to this Subcontract form, including alterations and omissions noted thereon, are inconsistent with the requirements of the second sentence of Article 3 (a), the requirements of the second sentence of Article 3 (a) shall prevail in all respects. [SIGNATURES ON FOLLOWING PAGE] SC8 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. SUBCONTRACTOR: Moss Utilities, LLC D... Sig..d by: BY: LSD IX, SIGNA A379EBAE11FF442... Garrett Moss PRINTED NAME President TITLE 6/15/2023 DATE: D... Si9nea by: WITNESS: I r 34D90A6AF1AD4F4... DS a� SC9 CONTRACTOR: THE WHITING -TURNER CONTRACTING COMPANY D« Sig,e by: BY: Mir. j ", SIGNAT E9E9688F78C04C3,. Michael Kersey PRINTED NAME Division vice President TITLE 6/16/2023 DATE: D S ee e ,b/y�: WITNESS: C/S./,�s� A3F5002AESE3417... Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C LIST OF EXHIBITS The Exhibits listed below are hereby incorporated into this Subcontract: Exhibit A — Insurance Exhibit B — Scope of Work Exhibit C — EEO Letter Exhibit D — Contractor/Subcontractor EH&S Manual Exhibit E — Project -Specific Quality Management Plan Exhibit F — Subcontractor Plan for COVID-19 Exhibit G - Contract Documents - Drawing & Spec Log Exhibit H - Project Schedule Exhibit I - Addendum to Subcontract for Texas Projects Exhibit J - Site Specific Safety Plan Exhibit K - WT Utility Location/Avoidance Policy (Revised 1/2/19) Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT A INSURANCE GENERAL INSURANCE REQUIREMENTS Prior to commencement of any work on the Project, Subcontractor shall, at its own expense, maintain, during the term of this Subcontract and any extensions thereof, the following insurance in the forms and with limits to satisfy both the requirements listed on this Exhibit A and those specified by the Subcontract and/or any other applicable Contract Documents. All insurance policies must be from insurers authorized to conduct business within the state(s) where the project is located. The insurance companies must also have a Best's Rating of at least "A-" and a financial size of "Class VII" or better. Subcontractor shall disclose and shall be responsible for payment of any deductibles or self -insured retention under these policies. No self -insured retentions shall be allowed under any of Subcontractor's policies without prior written consent of Contractor. Failure to adhere to these requirements shall constitute a material breach of the Subcontract. Any limit of insurance listed in this Section shall serve as only a minimum limit requirement of coverage. It is understood and agreed that this Exhibit shall in no way limit Subcontract's liability to any dollar value or insurance coverage limits stated herein. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE This insurance will pay the subcontractor's obligations under appropriate worker's compensation statutes, including federal benefits under the U.S. Longshore and Harbor Workers Compensation Act, the Federal Employers' Liability Act and the Jones Act, covering all employees who perform any of the obligations of the Subcontractor under this Subcontract. The Workers Compensation Insurance shall be carried with statutory limits compliant with the relevant legislation of the state(s) where any of Subcontractors operations or work are being performed for theProject. Employers liability coverage shall provide limits of at least $500,000 each accident for bodily injury and $500,000 each employee for disease. The policy limit for disease shall be at least $500,000. For Connecticut projects, Subcontractor hereby agrees that Whiting -Turner is reimbursing Subcontractor a sufficient amount as payment for the Workers Compensation Premium for its workers on this Project. COMMERCIAL GENERAL LIABILITY INSURANCE This insurance must be written on Standard ISO CGL Form CG 00 01 (or any equivalent form) on an "occurrence" basis, responding to claims arising out of occurrences which take place during the policy period. The commercial general liability coverage limits shall be the maximum limits available under the policy, but in no event less than, the following: $1,000,000 each occurrence for bodily injury and property damage $1,000,000 each incident for personal and advertising injury $2,000,000 products -completed operations aggregate $2,000,000 general aggregate $100,000 fire legal liability $10,000 medical expense The general aggregate limit shall apply separately to each project. The products and completed operations coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. The Whiting -Turner Contracting Company is to be included as an additional insured. The contractual liability coverage shall include protection for the Subcontractor from general liability claims arising out of the liability assumed under the indemnification provisions of the Subcontract without exclusion or limitation for work subcontracted by Subcontractor, to any tier. There shall be no exclusion or limitation for liability arising out of explosion, collapse and underground hazards (XCU) or subsidence, if the scope of subcontractor's work involves digging, excavation, grading, or use of explosives. There shall be no exclusion or limitation for residential work if such work is part of the scope of the Subcontract. If the scope of Subcontractor's work could cause or contribute to water intrusion or the development of "mold", "fungi" or "bacteria", including but not limited to work that involves exterior insulated finish systems (EIFS), the construction of the building envelope (skin, windows, waterproofing, roofmg, flashings, etc.), fire suppression, plumbing systems or HVAC systems, the Subcontractor's general liability policy shall not contain any exclusion for such exposures. If Subcontractor's general liability policy excludes such coverage, and this coverage cannot be added by endorsement, then Subcontractor is required to cant' separate Pollution Liability Insurance with mold specifically included as a covered loss. The commercial liability coverage, including any umbrella excess, shall include faulty workmanship as a trigger of occurrence. In any state where faulty workmanship is not considered a trigger of occurrence, including Pennsylvania, Ohio and Kentucky, any insurance policy which provides that it is governed by the laws of such states shall not be acceptable, unless an endorsement is provided that expressly includes faulty workmanship in the definition of occurrence. Umbrella excess must be endorsed with similar language to ensure follow form coverage of primary insurance. (Exhibit Revised 3/2022) Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C BUSINESS AUTOMOBILE LIABILITY INSURANCE This insurance shall apply to any auto, including all owned, hired and non -owned vehicles, to a combined single limit of at least $1,000,000 each accident. For those subcontractors subject to the Motor Carrier Act of 1980, the Motor Carrier Act endorsement # MCS-90 should be attached to the policy, with a primary limit of at least $1,000,000 each accident. Any statutorily required "No -Fault" benefits and uninsured/underinsured motorists' coverage should be included. Any deductible under this policy must be disclosed and will be fully assumed by the subcontractor. UMBRELLA EXCESS LIABILITY INSURANCE This insurance must provide coverage in excess of the limits of employers' liability, commercial general liability and business automobile liability. The umbrella coverage limits shall be the maximum limits available under the policy which shall be at least $5.000.000 each occurrence and a $5,000,000 aggregate and include coverage as broad as the primary insurance. Umbrella excess must be endorsed with primary non -contribution language to ensure follow form coverage of primary insurance. PROOF OF INSURANCE/ENDORSEMENTS/ADDITIONAL INSURED REOUIREMENTS Prior to commencing work and throughout the Subcontract term and any extensions thereof, as a material term of the Subcontract, Subcontractor shall provide Whiting -Turner with certificates of insurance using the ACORD form or its equivalent executed by a duly authorized representative of each insurer and with copies of any necessary riders or endorsements attached. Such riders and endorsements shall be in a form reasonably acceptable to Whiting -Turner, evidencing that Subcontractor's insurance coverage is in compliance with the insurance requirements set forth in this Exhibit A and in the Contract Documents. All insurance policies shall be endorsed to provide at least 30 days prior written notice to Whiting -Turner of cancellation or non -renewal of any insurance provided pursuant to this Exhibit A or at least 10 days notice of cancellation due to non-payment of premiums. Whiting -Turner, the Owner and other entities as required by the Contract Documents or otherwise required by Owner or Contractor shall be named as an additional insured under the Commercial General Liability, Auto Liability and Umbrella Excess Liability policies of insurance, and special policies listed below if applicable, per standard ISO endorsement forms 2010 (10/01) for Ongoing Operations and endorsement form 2037 (10/01) for Products/Completed Operations, if available, or otherwise per standard ISO endorsement forms 2010 (07/04) for Ongoing Operations and 2037 (07/04) for Products/Completed Operations, or equivalent. Coverage's shall be maintained by Subcontractor for itself and for the additional insureds for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. Such insurance shall include cross -liability coverage as provided under standard ISO forms separation of insured clause. It is expressly agreed and understood by and between Subcontractor and Whiting -Turner that the insurance afforded the additional insureds shall be the primary insurance and that any other insurance carried by Whiting -Turner shall be excess of all other insurance carried by the Subcontractor and shall not contribute with the Subcontractor's insurance. Subcontractor further agrees to provide endorsements on its insurance policies as required to comply with these requirements. Subcontractor further agrees to include, to the fullest extent permitted by applicable law, the following language on its insurance certificate to acknowledge compliance with these requirements; however, Subcontractor's failure to provide such endorsements or acknowledgement shall not affect Subcontractor's agreement hereunder: "Whiting -Turner, the Owner,[insert the names of additional insured entities] and other entities as required by the Contract Documents or otherwise required by Owner or Contractor are Additional Insured's under the primary and umbrella excess liability insurance policies on a primary and non-contributory basis for Ongoing Operations and for Completed Operations and such coverage shall comply with the provisions of standard ISO endorsement forms. A Waiver of Subrogation in favor of the above listed parties shall apply to the primary and umbrella excess policies required under this Subcontract. Additional Insured's shall be provided at least 30 days prior notice of cancellation or non -renewal, or at least 10 days notice of cancellation due to non-payment. " hi the event applicable State law prohibits any of the above language from being included in Certificates of Insurance, Subcontractor shall provide a Certificate of Insurance reflecting coverage provided in policies for Additional Insured status for ongoing and product completed operations, Waivers of Subrogation, and a 30 day cancellation notice. The Certificate of Insurance shall contain wording from the policies and endorsements verifying the foregoing are covered by the policies and endorsements. Notwithstanding any other provisions to the contrary herein or in the Subcontract, the additional insured obligations herein are independent obligations from any indemnity obligations under the Subcontract, such that in the event any or all of the indemnity obligations under the Subcontract are determined to be void or otherwise unenforceable, the additional insured obligations shall remain in full force andeffect. WAIVER OF SUBROGATION Subcontractor hereby waives all rights of subrogation against Owner, Whiting -Turner, the Architect and its consultants, and any of Subcontractor's sub -contractors and consultants, and their respective trustees, directors, officers, employees and agents for recovery of damages to the extent those damages are covered by any insurance policies the Subcontractor is required to maintain as set forth herein. Subcontractor agrees to obtain, at its own cost, and deliver to Whiting -Turner copies of any endorsements necessary to provide such a waiver under the applicable insurance coverage. Umbrella excess must be endorsed with waivers of subrogation language to ensure follow form coverage of primary insurance. SPECIAL COVERAGE — IF APPLICABLE SC 12 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 1. Pollution Liability — If the scope of services or work under this Subcontract could result in a potential environmental hazard, including but not limited to, transportation, handling, storage or abatement of hazardous substances, or involve work such as demolition, earthwork, or utilities that could result in a potential environmental exposure, Subcontractor shall purchase and maintain Pollution Liability Insurance which shall be on an occurrence basis with a limit as required by contractor, which shall be the maximum limits available under the policy, but in no event less than $2,000,000 per claim. The coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. If Subcontractor can only provide this insurance on a "claims made" basis, such policy shall include a retroactive date prior to the initiation of any work and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 2. Blasting — If the scope of the Subcontractor's work involves any blasting operations, Subcontractor agrees to provide specific evidence, to the satisfaction of Contractor, that the insurance policy covers such operations. 3. Professional Liability — If the scope of Subcontractor's work involves the performance of any delegated design, design assist, or design services (including but not limited to architecture, engineering, landscape architecture, surveying, construction management, environmental consulting, testing, rigging, shoring or fastening) performed by or on Subcontractor's behalf, Subcontractor and any design subcontractors/consultants/vendors working under the Subcontractor shall each maintain Professional Liability coverage with limits as required by the Contract Documents which shall not be less than $2,000,000 per claim or the value of the Subcontract, whichever is greater. If Professional Liability coverage is provided on a "claims made" basis, the policy shall include a retroactive date prior to commencement of services and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 4. Aircraft Liability Insurance — If the Subcontractor or any lower tier subcontractor/vendor uses any type of owned, leased, chartered or hired "manned" aircraft on the Project, Subcontractor shall provide Aviation insurance with minimum limits of 1 OM per occurrence; Any subcontractor or lower tier SubcontractorNendor using Drones on the Project shall provide Unmanned Aircraft Liability coverage with minimum limits of 1 M per occurrence; All such policies shall name Contractor as an Additional Insured and provide a Waiver of Subrogation in favor ofContractor. 5. Cyber Insurance - If the Contract Documents require the Contractor or its Subcontractors to provide Cyber Insurance and/or if Subcontractor's scope of work involves Building Information Systems, Security/Access Control Systems or Data Systems, Subcontractor shall maintain Cyber Insurance of the types and limits required by the Contract Documents, which shall not be less than the following coverage: $2M in Information Security & Privacy Liability, Regulatory Defense & Penalties, Media Content Liability (infringement of intellectual property, including but not limited to infringement of copyright, trademark, and trade dress, and invasion of privacy violations), Privacy and Breach Notification Costs, including credit monitoring services, Extortion & Ransomware, including digital/virtual currency; and $IOOK in Social Engineering Fraud. SC 13 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT B GENERAL SCOPE OF WORK The intent of this subcontract is that all work is to be performed as required to provide an end result as shown by the contract documents. It is the responsibility of this subcontractor to carefully examine existing conditions in conjunction with the contract documents to ascertain the entire scope of work. No additional compensation will be allowed for the interface and/ or coordination of this work with existing conditions that are apparent or reasonably inferable at time of bid. The work shall generally include, but is not limited to the following: I. GENERAL SCOPE 1. Project Delays Subcontractor recognizes that the Owner may delay the construction of any portion of work. In the event that a portion of Work is delayed, there shall be no reason for additional cost, provided the Subcontractor has been provided adequate duration for the work in accordance with original scheduled duration for the work. 2. General Requirements The General Requirements for this project are included in the specifications. Refer to this document for additional information regarding overall project coordination and requirements of this subcontract. 3. Field Offices and Storage a. Subcontractor field offices, storage areas, parking etc. shall be designated by Whiting -Turner. Each subcontractor will provide their own temporary utilities from a central distribution system provided by Whiting -Turner. Each Subcontractor will be responsible for providing and payment for their own services. b. Subcontractors may be required to submit for "Occupancy and Use" permits for all temporary construction trailers and storage containers used on this project. Any and all cost associated with said permit is the subcontractor's responsibility. c. Provide storage of all materials, tools and equipment used or stored on project site. Due to lack of staging area, only trades approved by Whiting -Turner in advanced may store material on -site prior to installation. Subcontractors are to deliver material in a sufficient quantity to support the schedule. Coordinate all deliveries appropriately and relocate materials as necessary so as not to delay progress of other trades. Whiting -Turner will not provide security of Subcontractor's equipment and supplies. d. Subcontractor is responsible for delivery, set up and removal of field offices and storage units. 4. Site Access, Staging and Deliveries a. Access to the construction site will be limited to assigned locations. b. Subcontractor acknowledges that he has visited the site and is fully aware of site conditions, staging area, access, and parking availability. Subcontractor is also aware that Whiting -Turner will provide no security other than a fenced staging area. c. Subcontractor is aware of and has accounted for the laydown/ staging areas being "remote" from the immediate hoisting area. Additionally, Subcontractor is aware and has accounted for hauling of some or all of the materials from the staging area to the hoisting area. d. Deliveries and storage of materials shall be coordinated with Whiting -Turner Superintendent. All deliveries shall enter the building at phase and area specific entry points only, as designated by Whiting -Turner. All deliveries, staging, and storage shall be as specifically approved in advance by Whiting -Turner, and shall not disrupt site activities or obstruct required site exit and loading areas. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C e. Subcontractor owns all freight, delivery and off-loading of material and equipment deliveries. 5. Temporary Utilities a. Temporary Power: Electrical Subcontractor b. Temporary Water: From site hydrants or designated locations in the building c. Temporary Lighting: Electrical Subcontractor for general lighting, task -specific lighting is by the subcontractor needing additional lighting 6. Building Permits Whiting -Turner will pay for and obtain general building permits for the general construction. Any trade specific permits, fees and licenses required for the work will be the responsibility of the appropriate Subcontractor. Copies of these documents will be provided to Whiting -Turner. Excludes public inspection fees covered by Impact Fees. Reinspection fees due to a failed inspection by subcontractor shall be the burden of the subcontractor. 7. Personnel Subcontractor may be required to provide an organization chart detailing the proposed structure of key personnel (including resumes) for the project. Subcontractor is to provide a full-time, on -site English speaking superintendent. 8. Contract Documents a. Subcontractor will be provided access to electronic copies of the drawings and specifications with contract award, if requested. Any additional sets and hard copies must be purchased by Subcontractor. b. Subcontractor acknowledges receipt of all documents associated with this contract (listed under Project Documents). 9. Submittals a. Subcontractor shall provide all submittals, coordination drawings, shop drawings, pertinent manufacturer's data, mock-ups, samples, as-builts, etc. required to complete the work as specified by the contract documents. Submittals shall be coordinated to allow ample time for review, approval, fabrication and delivery prior to and in accordance with the construction schedule. b. All construction documents, reports, drawings, sketches, and related shop drawings should contain elevations which are referenced to the Contract Documents 10. Material Safety Data Sheets Subcontractor shall provide and maintain MSDS (Material Safety Data Sheets) for all known hazardous substances brought onto the site by your personnel, subcontractors and material suppliers. 11. Long -Lead Items a. Upon receipt of this agreement, Subcontractor will verify availability including delivery lead-time of all materials and immediately notify Whiting -Turner of any potential delays to the project schedule. b. Subcontractors responsible for procuring long lead items are required to submit and regularly update a "material expediting" list indicating each items manufacturer, sales representative (including phone numbers), lead times, required shop drawing submittal and approval dates, manufacturer order/job numbers, etc. necessary to monitor the procurement of long lead items. 12. As -Built Drawings a. Maintain one (1) AS -BUILT set of Contract and Shop Drawings. These must be kept up-to-date during the course of the project. Whiting -Turner reserves the right to check these drawings each month as a prerequisite for payment. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C b. Subcontractor shall update as-builts when changes are made through the approval process, change orders are issued, detailing corrections, or supplemental information or clarifications by the Architect are made. The intent is that at project completion, the as -built set is accurate of the final installation. 13. Shut -Downs and Tie -Ins Utility shutdowns and tie-ins must be scheduled with Whiting -Turner. 14. Clean -Up a. Subcontractors will be required to assist in cleaning and removal of any mud, dirt, dust, and/or debris tracked onto private and/or public roadways during construction operations or deliveries while they are working on site. Subcontractor shall be fully responsible for any mud or dirt tracked on public roads directly caused by their equipment. b. A job dumpster will be provided by Whiting -Turner unless noted otherwise in the Specific Scope of Work. Subcontractor shall perform daily and final clean-up of debris for all work performed under this contract. This clean-up shall be performed often enough to maintain the area of work in a clean and safe condition at all times and to ensure no other trades are hampered by debris. Excess materials shall not be allowed to accumulate. Subcontractor is responsible for removal of all trash, debris and excess materials to dumpsters (provided by others, unless noted otherwise herein) on a daily basis or as directed by Whiting -Turner's superintendent. Should Subcontractor fail to clean work areas on a daily basis this shall constitute immediate default of contract and area will be cleaned by alternate methods by Whiting -Turner forwarding all costs back to Subcontractor. Should area be occupied by multiple subcontractors they shall share in the costs based on manpower on project site. d. Suitable measures to control dust, mud and noise are the responsibility of this subcontractor (including street sweeping as required) for this scope of work. 15. Excess Spoils All excess spoils generated by this subcontractor and by this scope of work are the responsibility of this Subcontractor and are to be hauled off -site, unless directed otherwise in writing. 16. Inspections a. Subcontractor is responsible for coordinating and scheduling all necessary testing and inspections directly with inspections agency or local authorities. A copy of all inspection reports must be forwarded to Whiting -Turner. Be advised that any failed inspections of work may result in payment of re -inspection fees by Subcontractor. b. An independent Testing and Inspection Agency for the geotechnical and structural related work will be provided by the Owner. Coordinating, scheduling and providing access for related inspections will be the Subcontractors responsibility. For additional Subcontractor requirements refer to the General Requirements. c. All materials and workmanship are subject to the inspection and approval by Whiting -Turner, the Owner and/or their agents. 17. Hoisting a. Provide all ladders, lifts, hoisting, cranes, rigging, scaffolding etc. required to perform the work under this agreement and maintain same in safe working condition. Whiting -Turner will not provide hoisting facilities. Whiting -Turner will assume no responsibility for materials received, unloaded and/or stored for or by the Subcontractor. Major deliveries shall be coordinated with Whiting -Turner at least 48 hours prior to arrival on the site. Items arriving without proper notification may be refused to the jobsite. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C b. All hoisting and scaffolding to be in accordance with O.S.H.A. regulations, local and state agencies. All materials delivered F.O.B. jobsite shall be off loaded by Subcontractor to a designated staging point. c. Subcontractor shall be responsible for any citations or fines associated with improper use or maintenance of such hoisting equipment. d. Subcontractor has visited the site and understands the logistical constraints with respect to hoisting of materials and equipment. 18. Safety a. Ensure a safe working environment for all employees on site. All work to be done in accordance with OSHA, local safety regulations and Whiting -Turner Safety Rules (See Project Administrative Documents). Subcontractor shall designate a full time employee at the site as a Safety Person" responsible for maintaining all safety requirements during the performance of the Work. b. Subcontractor shall be responsible for all safety barricades, temporary protection, etc. with work associated with this subcontract. Subcontractor shall specifically provide perimeter protection and/or fall protection to areas of work which falls can occur. (i.e. excavations, building edge, stair openings, elevator shafts and any other open penetrations where a safety hazard could exist). c. Safety meetings will be held weekly. All subcontractor's superintendents, foreman and employees are responsible for attendance or forwarding a copy of their safety meeting, if it is conducted weekly, while on site. Subcontractors are encouraged to hold individual safety meetings and forward a copy of the programs to Whiting -Turner. d. All on -site personnel are required to attend a Safety Orientation Meeting held at the Whiting -Turner jobsite office immediately upon mobilization. Subsequent to the orientation, any of the subcontractor's employees found in violation of any Whiting -Turner or OSHA safety rules, will be subject to a fine as set forth by Whiting -Turner during the Safety Orientation. Repeat violations may result in the Subcontractor's personnel's immediate removal from the Jobsite. e. All superintendents, foreman and safety personnel shall be OSHA 30 and First Aid/CPR certificated. f. Subcontractor shall submit a jobsite safety plan, MSDS sheets, and hazard analysis plan(s) for any work deemed necessary by Whiting -Turner prior to mobilization and the start of construction. 19. Payment a. Included herein (See Project Administrative Documents) are Application For Payment procedures which must be followed. Applications not submitted properly will be returned without payment. b. Subcontractor shall submit schedule of values for approval prior to issuance of first monthly pay application. This schedule of values will be used for progress billings. c. Original invoices are to be submitted by the 25th of each month for work completed through the 30th/31st. Invoices to be submitted on modified AIA G702 (WT-001) and G703 (WT-002) forms as attached. No fax copies will be accepted. d. Subcontractor is to submit partial lien releases from vendors/suppliers before pay applications will be processed (See Project Administrative Documents) or Contractor may issue joint checks. e. All submittals must be received by Contractor prior to acceptance and processing of the 1 It pay application. f. Final payment will not be processed unless Whiting -Turner has received all warranty and close-out information required by the contract documents. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 20. Additional Work a. Subcontractor understands that there will be no compensation for extra work done without written authorization from Whiting -Turner. Subcontractor shall also proceed with additional work increasing the contract amount with written authorization from Whiting -Turner. b. Contractor shall have the right to order changes in the work including, without limitation, alterations, additions, deviations, or omissions from the work. The ordering of any such changes, regardless of their magnitude, shall in no way invalidate the Subcontract and such changes shall be governed by the terms of the Subcontract. c. In the event any portion of Work is deleted, it shall be deleted at the price indicated for that portion of Work. d. Subcontractor shall submit pricing for changes within five (5) days of receipt of the change request form (CR), unless mutually agreed upon otherwise. All pricing must be accompanied by a detailed breakdown of the costs. Non -response within the required time frame (5 days) will be considered as the Subcontractor's agreement to accept Contractor's assigned value for the change. e. All change issues are to be resolved monthly, prior to processing of monthly pay applications. 21. Change order Pricing and Processing Definitions: a. Overhead: Defined as any office labor, management labor, estimating, secretarial, accounting, etc. above working foreman. Materials considered overhead are items such as but not limited to copy machines, phones, fax machines and all items associated with office work. Overhead is not reimbursable as a separate line item and is included within the allowed "Overhead and Profit" percentage defined within the Subcontract Agreement. b. Profit: Defined as the fee for work performed, calculated as a percentage of the cost of work. No fee shall be attributed to overhead. c. Small tools (Value less than $300.00): Shall be considered overhead unless specific tasks require equipment / tools be purchased to accomplish such work at which time they will become property of the Owner. d. Insurance: Liability insurance, health insurance for office staff, automobile and equipment insurance, theft insurance, builder's risk insurance shall be considered overhead. e. Bond: Bond Cost shall be attributed to the change order pricing based on submitted bond rate at bid submission and contract award. 22. Material Status Report Subcontractor is to prepare and maintain a material status report for all material to be used on the project. The report shall include material item, supplier, purchase order number, telephone number, contact and a schedule for shop drawings, fabrication, and deliveries. Whiting -Turner reserves the right to check directly with suppliers on all items that are critical to the project schedule. This report is to be submitted with the monthly pay application as a condition of payment. 23. Insurance a. Prior to the commencement of work, subcontractor shall furnish a certificate of insurance naming "The Whiting -Turner Contracting Company; HCA Healthcare, Partnership Market Office" as additionally insured. The coverages shall meet or exceed those specified by the insurance requirements. Reference Exhibit A for insurance requirements. b. Additional Insured Endorsement included in Attachment A, must be submitted with the certificate of insurance, prior to the commencement of work. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 24. Progress Meetings Progress meetings will be held a minimum of once a week at our field office. All subcontractors (Field Superintendent or Foreman) are required to attend meetings to adequately control the flow of work. Minutes will be issued each week for the previous week. Attendance is mandatory when Subcontractor has work occurring within two weeks of scheduled meetings. 25. Daily Field Reports a. Submit Daily Field Reports providing manpower (i.e, names of each employee, hours of work, and areas of work) and construction progress information to the General Contractor's Field Superintendent. Daily Field Report forms will be supplied by the General Contractor. b. Field reports to be signed by the Subcontractor's Foreman for the project. 26. Surveying and Layout a. Whiting -Turner will provide initial property corners and benchmark elevations. Subcontractor is responsible for layout, field verification and engineering for work under this agreement. Any additional layout required shall be the responsibility of this Subcontractor. b. All field measurements and verification of existing conditions required to perform the work will be the responsibility of the Subcontractor, unless specifically noted otherwise in the specific scope of work. 27. Cost Escalation Include all wage and material escalation costs necessary to account for the project duration. 28. Coordination with other Trades Subcontractor is aware that other subcontractors will be working in close proximity. Subcontractor is responsible for cooperating and coordinating the work with other subcontractors to avoid unnecessary conflicts and delays. 29. Eating, Drinking, and Smoking Subcontractor's personnel will refrain from eating, drinking and smoking in all areas on the project except those specifically designated by Whiting -Turner for those purposes. 30. Schedule a. Subcontractor has reviewed the Project Schedule and agrees to adequately staff the job and/or work overtime, weekends and shift work to meet this schedule. All expediting of material required to meet this schedule is included in the contract. The schedule is a calendar day schedule and no extensions will be granted because of holidays and normal weather. Subcontractor is aware of interim milestone dates and will schedule its work and required inspections accordingly, allowing follow-up subcontractors or the Whiting -Turner's / Owner's forces adequate time to complete their work. b. Subcontractor shall submit, upon award of contract, manpower loading for all activities if requested by Whiting -Turner. These activities shall be broken down to day-to-day, week -to -week activities. c. Subcontractor, at no additional cost, shall work each Saturday as required to make up lost work day(s) due to inclement weather during the same week. d. Subcontractor agrees to perform work concurrently as required by the project phasing and schedule e. Subcontractor agrees that in the event that they fall behind and/or delay the schedule as identified by Whiting -Turner to be the subcontractor's fault, they will provide additional manpower and/or overtime necessary to make up the schedule. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 31. Mobilizations Subcontractor acknowledges that part or all of the work of this subcontract will be done in many phases and may require multiple mobilizations and has accounted for same in the contract sum. 32. Maintenance of Traffic Provide all necessary maintenance of traffic as it pertains to this work. Maintenance of traffic shall meet or exceed all requirements of state and local authorities. Maintenance of traffic shall include, but not limited to, design, permits, all temporary signage (directional signs, danger signals, etc.) arrow boards, traffic barrels, cones, barricades, flagmen, etc. Removal of same at completion of work shall be the responsibility of this Subcontractor. 33. Marking of Underground Utilities Contact the local Public utility locating company as required prior to commencing any excavation work. 34. Wall Penetrations Core bores and wall penetrations as required to install this Work, including fire-safing, caulking and cosmetic refinishing as required. 35. Existing Facilities Subcontractor is aware of and has accounted for this project being located within an existing and operating facility. Additionally, Subcontractor is aware of the logistical challenges and constraints that this poses and has accounted for same in the contract sum. Subcontractor is warned that any damage to existing facilities, new construction, or appurtenances will result in backcharges for repairs. Subcontractor shall and will respect work done by others. 36. Completeness Subcontractor has reviewed and understands all civil, architectural, structural, mechanical, plumbing and electrical drawings with respect to this Subcontract and is responsible for all work on these drawings as they relate to this scope of work. 37. Warranty / Guarantee Subcontractor shall provide a Warranty to Contractor for the scope of work as required in the contract documents. Special and Extended Warranties as defined in the project specifications shall be provided as required. Warranties shall commence upon date of Substantial Completion and shall be "extended" if required to be used during construction. 38. Manufacturer Inspections and Warranty Complete manufacturer's requirements to obtain appropriate warranties required by the contract documents. This shall include proper notification of installation to manufacturer and installation inspections. In the event that manufacturer completes inspections, Subcontractor shall submit the written report to the contractor, and architect detailing the steps to correct any deficiencies in the report. Whiting -Turner shall be notified in advanced of date and time of manufacturer inspections. 39. Manufacturer's Installation Requirements and Procedures Review manufacturer's recommended installation procedures to assure that contract documents comply with the manufacturer's requirements. If applicable, review equipment manufacturer's space clearances and clearances established by local authorities for maintenance and service. If a conflict should exist between the contract documents and manufacturer's requirements, notify Whiting -Turner in advanced of installation. 40. Contractor / Owner Contract or Agreement At the request of Subcontractor, Contractor will make Owner Contract available for review and / or reference. 41. Sales Tax Subcontractor has included all applicable taxes for work under this agreement. 42. Compliance with Codes and Regulations DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Subcontractor shall comply with all local, city, state, and federal codes and regulations. 43. Fire Stopping & Sealants Firestopping to be provided by sealants subcontractor unless clearly identified in the specific scope of work. Any penetrations added or moved after the sealants subcontractor has demobilized from site will be the responsibility of the subcontractor. 44. Commissioning a. Subcontractor to provide technicians, instrumentation, tools, and equipment to complete commissioning process requirements for all components, systems, assemblies and equipment as defined in the specifications. Subcontractor has also included manhours for TDSHS licensing support for both 80% and 100% inspections. b. Subcontractor shall provide all submittals for commissioning as defined in the subcontract documents. 45. Closeout, As-Builts and Punchlist Procedures a. Subcontractor shall provide as -built drawings and specifications required by the contract documents. These must be maintained on site and completed in a timely fashion. b. Subcontractor agrees to provide operations and maintenance manuals, close-out documents, owner training videos, etc. following the completion of the project. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C HCA-MHW Alliance: Sealant Matrix JOINT LOCATION RESPONSIBLE PARTY Base of Fire Rated Wall Drywall Sub Penetration through Fire & Smoke Rated Walls Firestopping Sub Head of Fire Rated Wall Firestopping Sub Head of Non -Fire Rated Wall - above ceiling Firestopping Sub Putty Pads (Fire and Acoustical Rated) Firestopping Sub Flooring/Base to Door Frames Flooring Sub Tile Product to Dissimilar Finish Flooring Sub Solid Surface to Millwork Millwork Sub Stained Wood to Painted Surface Millwork Sub Stained Wood to Wall Protection Millwork Sub Painted Surface to Painted Surface Painting Sub Painted Surface to Dissimilar Finish Painting Sub Painted Surface to Wall Covering (non -clear sealant) Painting Sub Plumbing fixture/pipe to Wall Plumbing Sub Plumbing fixture/pipe to Countertop Plumbing Sub Wall Covering to Wall Covering Specialties Sub Wall Covering to Solid Surface Specialties Sub Wall Covering J-Mold to Painted Surface (Clear sealant) Specialties Sub Toilet Accessories to Finished Surface Specialties Sub Shower Surround Panels to Shower Pan Specialties Sub DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C II. SPECIFIC SCOPE OF WORK This work shall include all labor, supervision, material, tools, equipment, shop drawings, submittals, unloading, scaffolding, ladders, hoisting, transportation, taxes, permits, engineering, support functions, insurance, bonds, and any other items or services necessary for and reasonably incidental to the proper execution and completion of the work, whether temporary or permanent, in accordance with all drawings, specifications, addenda, general conditions, requirements, and other related documents as indicated herein. The scope of work shall include but not be limited to the following: (All work shall be furnished and installed unless specifically noted otherwise herein.) 1. Applicable specification sections: This work primarily includes but is not limited to the following specification sections as well as related work specified or shown elsewhere in the contract documents: • Division 01 — General Conditions/General Requirements • Division 21 — Fire Suppression • Division 22 — Plumbing • Division 31 — Earthwork • Division 33 — Utilities SITE UTILITIES 1. Subcontractor to provide all scope related submittals, including but not limited to shop drawings, product data, design submittals, etc. per the contract documents. 2. Subcontractor has included two mobilizations in base contract, one main mobilization and one punch list mobilization. Any additional mobilizations required due to changes in the scope of work shall be included in a change order. Detailed breakdown of costs for a mobilization are required to be provided by the subcontractor. Remobilization costs will not be accepted if this subcontractor demobilizes without notice while base contract scope of work remains. DOMESTIC WATER 3. This subcontractor shall furnish and install all domestic water services in accordance with the contract documents and all authorities having jurisdiction such as the City of Fort Worth and the State Health Department. This includes, but is not limited to, all excavation, bedding, backfill, compaction, piping, fittings, valves, hydrants, thrust blocks, tie-ins, testing, etc. as required for a complete system. 4. This subcontractor shall install all domestic water lines to approximately 5'-0" from the edge of the building. This subcontractor shall coordinate with the plumbing contractor regarding connections to the building stub outs. 5. At crossovers with sewers, no joint in the water line shall be less than 9 feet above sewers at crossovers. 6. Subcontractor to ensure each unit of completed distribution system is sterilized before it is accepted for domestic operation. This is to include, but is not limited to, adding chlorine for sterilization, flushing the system, and submitting bacteria samples to the authority having jurisdiction for analysis. 7. This subcontractor shall coordinate with the City of Fort Worth on connection point. FIRE WATER 8. This subcontractor shall furnish and install all site underground fire services in accordance with the contract DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C documents for a complete system. This scope is not limited to fire hydrants, valves, thrust blocks, fittings, tie-ins, vaults, piping, and testing etc. as required for a complete system. This subcontractor shall be responsible for coordinating locations of underground fire service lines with the fire protection subcontractor within the building. 9. This subcontractor shall install piping from site and terminate 1'-0" AFF in the building. This subcontractor shall be responsible for coordinating locations of underground fire service lines with the fire protection subcontractor. SANITARY SEWER 10. This subcontractor shall furnish and install all site sanitary sewer services in accordance with the contract documents. This is to include, but is not limited to, all excavation, relocation, piping, fittings, manholes, grates, frames, covers, cleanouts, accessories, bedding, backfill and compaction as required for a complete system. 11. This subcontractor shall install the waste lines to approximately 5'-0" from the building. This subcontractor shall coordinate with the plumbing contractor regarding connections to the building waste stub outs. This subcontractor shall protect all pipe ends until final connections to the building system have been completed. 12. This subcontractor understands the utility crossing requirements as shown in the contract documents. STORM 13. This subcontractor shall furnish and install all site storm systems in accordance with the contract documents. This is to include, but is not limited to, all excavation, piping, fittings, grates, frames, covers, cleanouts, accessories, layout, backfill and compaction as required for a complete system. SWPPP installation by other, but maintained by this contractor while on site. 14. This subcontractor shall install the waste lines to approximately 5'-0" from the building, coordinate with the plumbing contractor regarding connections to the stub outs, and protect all pipe ends until final connections to the building have been completed. CITY IMPROVEMENTS 15. This subcontractor shall furnish and install all city improvement per the city improvement plans. This is to include, but is not limited to, obtaining state highway permit, public water piping, public sanitary piping, sawcut, pavement removal, concrete and asphalt paving, barricades, layout, and Fort Worth traffic control. 16. Subcontractor shall ensure all work performed for the city improvement scope of work is per the requirements of the City of Fort Worth. 17. Subcontractor shall sawcut and remove existing asphalt and concrete pavement as needed for new utility installation. Backfill all trenches and replace pavement & sidewalks as shown in the contract documents. Striping and signage installation by others. MISCELLANEOUS ITEMS 18. Prior to performing any work, this Subcontractor shall be responsible to locate and clearly mark all existing underground utilities within the construction boundaries. If utilities are to remain in place, Subcontractor shall provide adequate protection of utilities during construction. 19. This subcontractor is responsible for calling Texas 811 or other utility locating services 48 hours prior to construction activity. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 20. Assure that proper sloping, benching, or shoring techniques are utilized in excavations of five feet or greater in depth. All excavations over 5' need to include a trench profile which is approved by contractor's safety team and available on -site at the location of the excavation for review. 21. Any required dewatering of excavations made by this subcontractor is the responsibility of this subcontractor. 22. Subcontractor has reviewed and is responsible for Whiting -Turner's Utility Avoidance Policy (Exhibit L). Cost associated with this policy to be determined after utilities are located. SUBMITTALS SPEC. DESCRIPTION DUE TO WT SECTION 33 1000 Water Utilities 6/5/2023 33 30 00 Sanitary Sewerage Utilities 6/5/2023 33 40 00 Storm Drainage Utilities 6/5/2023 III. BID COMPENSATION TABULATION Public Water 450,694.50 Private Water 355,030.50 Public Sanitary 82,690.50 Private Sanitary 201,352.50 Private Storm (with TV) 299,872.00 Mobilization 65,000 Public Bonds 11,700 Discount (25,000) TOTAL --------------------- $ 1,441,340.00 IV. ALTERNATES The costs quoted below are complete in every respect and include costs as necessary to make all changes to the project to implement each alternate. This s subcontractor agrees that the alternates do not contain anything that will alter this Subcontract and the applicable provisions of the contract documents shall be binding for alternate prices and the work involved whether or not it is specifically stated herein. Alternate prices shall include all labor, supervision, material, equipment, applicable taxes, insurance and all other associated costs, required for completion of the work, as well as overhead and profit. 1. P&P Bond ADD $ 25,000.00 2 Alt -Rem/Rep Pavement for WL-1 STA 10+00 ADD $ 72,000.00 to 12+25 3. Haul off spoils (3,600 CY) ADD $ 45,000.00 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C V. UNIT COSTS The following unit prices may be used for applicable changes and are complete in every respect, including all labor, supervision, material, taxes, equipment, etc., as well as overhead and profit, unless noted otherwise. WT, at its discretion, may order extra work to be performed on a "time and material' basis instead of on a unit price basis. T&M work will require verification (signed tickets, etc.) by Whiting Turner on a daily basis. • None VI. HOURLY RATES Extra Work performed on a "Time & Material' basis will require verification (signed tickets, etc. ) by the General Contractor on a Daily Basis. Daily tickets will contain each labor man-hour and any material / equipment used. If an item does not appear on the T&M ticket, it will not be considered for compensation. The following Labor and Equipment Rate Schedules will be used to verify T&M pricing. LABOR RATE SCHEDULE: TRADE: Site Utilities SHIFT: Regular Superintendent/ Foreman Operator Pipelayer Laborer Project Manager Base Rate $ incl /hr $ incl /hr $ incl /hr $ incl /hr $ incl /hr Taxes $ incl /hr $ incl /hr $ incl /hr $ incl /hr $ incl /hr Insurance $ incl /hr $ incl /hr $ incl /hr $ incl /hr $ incl /hr Benefits $ incl /hr $ incl /hr $ incl /hr $ incl /hr $ incl /hr Other $ incl /hr $ incl /hr $ incl /hr $ incl /hr $ incl /hr TOTAL $ 120.00 /hr $ 85.00 /hr $ 50.00 /hr $ 45.00 /hr $ 44.00 /hr Premium Time $ N/A /hr $ N/A /hr $ N/A /hr $ N/A /hr $ N/A /hr DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EQUIPMENT RATE SCHEDULE: Type Hourly Daily Weekly Monthly Excavators Mini Excavator S 55.00 $ 44D-00 S 1,32100 S 3.960.00 Kobelco5K1401KomatsuPC138 $ 145.00 $ 1,160-00 $ 3,480.00 $ 10,440.00 Kobelco SK210/Komatsu PC210 $ 175.00 $ 1,400-00 $ 4,200.00 $ 12,600.00 KobelcoSK350/KomatsuPC360 $ 220.DO $ 1,760,00 $ 5280.00 S 15.840.OD Kobelco, SK500/Komatsu PC490 $ 350.00 $ 2,800.00 $ 8,400-00 $ 25,200-00 Komatsu 650 $ 550.00 $ 4,400-00 $ 13,200.00 $ 39.600.90 Komatsu 800l1-ink Beft 7501CAT 374 $ 750.00 $ 6,000,00 $ 18,000.00 $ 54.000.00 Loaders Skid Steer Mini Loader $ 60.00 $ 480.00 $ 1,440.00 $ 4,320.00 Hitachi 7W1801 Komatsu WA270 $ 125.DO $ 1,000.00 S 3,000.00 S 9,DOO.DD Hitachi ZW2201 Komatsu WA320 $ 140,00 $ 1,120.00 $ 3,360.00 $ 10,080.00 Hitatchi ZW3101 Komatsu WA380 $ 175.00 $ 1,400-00 $ 4,200.00 $ 12,600.00 Backhoe $ 50.00 $ 4OD-00 $ 1,200.00 $ 3.600.00 Track Loader S 250.00 $ 2,000.00 S 6,000.00 $ 18.000.OD Support Equipment Vac Trailer $ 175.00 $ 1,400.00 S 4200.00 $ 12,600,OD Vector Truck $ 450.00 $ 3,600.00 Haul Truck $ 175.00 $ 1,400-00 $ 4,200.00 $ 12.600.00 Water Truck - 2000GAL $ 100.00 $ 8DO-00 $ 2,400.00 $ 7,200.00 Rock Hammer Attachment (200 Size) $ 165.00 $ 1,320.00 S 3,960,00 S 11,880.OD Trench Box $ 55.00 $ 440.00 $ 1,320.00 $ 3,960.90 Confined Space Equipment $ 45.00 $ 350-uu $ 1,OSu.uu $ 3,240.00 Utility Crew Truck $ 75.00 $ 60D.00 S 1,800.00 S 5,400.00 ServicelLube Truck S 150.00 $ 1,200.00 S 3,6R0-RR $ 10,800-00 Air Compressor & Jackhammer $ 50.00 $ 40100 $ 1,200.00 $ 3.600.00 Compactor $ 100.00 $ 8DO-00 $ 2,400.00 $ 7.200.00 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT C Dear Subcontractor and/or Seller: As a government contractor, The Whiting -Turner Contracting Company must comply with the provisions of Executive Order 11246, the Rehabilitation Act, or the Vietnam Era Veterans' Readjustment Assistance Act, and other existing laws related to Equal Employment Opportunity (EEO). Part of our commitment to EEO is to employ and advance in employment and shall not discriminate against individuals on the basis of their race, color, religion, sex, national origin, sexual orientation, gender identity, status as a qualified individual with a disability or protected veteran (meaning disabled veterans, recently separated veterans, active -duty wartime or campaign badge veterans, and Armed Forces service medal veterans.) You can support and share in our commitment when you assist us with project staffing needs. We encourage you to help identify qualified applicants for employment consideration. Whenever possible, please utilize qualified minorities, women, qualified individuals with disabilities, and protected veterans. Although, we specifically have requested that you company utilize minorities, women, qualified individuals with a disability and protected veterans, Whiting -Turner welcomes all qualified personnel regardless of any legally protected status. You are requested to take appropriate action to assist us in complying with our policy and to comply with your own affirmative action obligations. Sincerely, THE WHITING -TURNER CONTRACTING COMPANY David7?2cC/uuxlc, eouv." ?12v m, a-d WgMr qraxg David McGinnis Courtney Moore Albert Huang Equal Employment Opportunity Officer(s) SC22 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT D CONTRACTOR / SUBCONTRACTOR EH&S MANUAL All contractors and subcontractors on Whiting -Turner's projects bid and awarded after January 1, 2019 or earlier if provided in the Subcontract by Whiting- Turner, are expected to be in full compliance with all applicable requirements of the Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual"). This Manual incorporates current Whiting - Turner requirements along with new practices that have become available and generally accepted in the industry. To obtain a copy of the Manual please contact the Whiting -Turner Project Manager on your project. The information contained in this Manual is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Manual is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Manual and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Manual and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. For contractor/subcontractor convenience only, a synopsis of the Manual requirements is attached hereto. This synopsis is not intended to, nor shall it alleviate contractors'/subcontractors' obligations to comply with the requirements of the Manual as applicable to their work. (Revised 1/2/19) 4mi Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C The Whiting -Turner Contracting Company Contractor/Subcontractor EH&S Manual Synopsis DISCLAIMER: For Contractor/Subcontractor's convenience only, the following is a Synopsis of some of the more significant provisions of The Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual") requirements. This Synopsis is not intended to, nor shall it alleviate Contractor/Subcontractor's obligations to comply with all of the requirements of the Manual as applicable to Contractor/Subcontractor's scope of work, whether or not they are included in the Synopsis. The information in the Manual and this Synopsis are not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by Contractor/Subcontractor of appropriate manner and methods of operations and safety aspects of work under their control. The Manual and this Synopsis are also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall they, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. The Contractor/ Subcontractor EH&S Manual, this Synopsis, and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting - Turner Contracting Company expressly disclaims warranties for the information contained in the Manual and this Synopsis and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Pre -Construction Submittals Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. • The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. • The subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the subcontractor's employees are working 2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. SC17 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. Safetv Management 1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand- downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: • Minimum requirement proof of OSHA 30 hour submitted • Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting -Turner's EH&S Manager regarding the contractor's/subcontractor's site -specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. • Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. • One documented inspection shall be conducted each week. 4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. • The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. The subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. The subcontractor's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan. SC 18 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 10. Incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. 11. Only communication radios are permitted on Whiting -Turner projects. General Safe Work Practices and Guidelines The following are prohibited on Whiting -Turner Projects 1. The use of the following administrative controls as a means of fall protection • Controlled Access Zone as a means of fall protection • Controlled Decking Zone as a means of fall protection • Safety Monitor System as a means of fall protection 2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 3. Working from the midrail or top rail of any lift 4. The use of cell phones for signaling of cranes and equipment 5. The use of open hooks during lifting operations/picks. 6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 8. The use of open turnbuckles as part of the perimeter cable system 9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 10. Harassment of any kind, to any person 11. Smoking or use of vaporized equipment (except in designated areas) 12. Radios, media players, headphones, or other listening devices 13. Guns or weapons of any kind 14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 15. Riding on equipment that is not equipped with proper seating and seat belt 16. Open fires, fire barrels, or hot boxes 17. The use of metal ladders Carbon Monoxide Exposure Prevention 1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. Concrete and Masonry 1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. Confined Space Entry 4m, Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. Cranes and Derricks 1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 3. A crane checklist must be completed prior to each initial lift. 4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 5. Boom -tip anemometer or equivalent device is required. 6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. • The competent person shall determine the size, rope materials, and length of the tag line. • The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. Critical Lifts 1. The Whiting -Turner Contracting Company identifies a critical or special lift as • any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, • any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; • any lift that involves the lifting of personnel; • any lift where the contents of the lift are considered hazardous to health or environment, and an accidental release could result harm to either; • any lift where encroachments precautions are required for power lines. Demolition 1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 2. Generic safety data sheets for demolished material must be provided by the creating contractor. 3. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. Electrical Hazards Prevention 1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non - insulated wire. SC20 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 8. All temporary lighting circuits must originate from GFCI protected breakers. 9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements Energy Control 1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 3. If a system can be locked out through design or by other means, this will be the preferred method. 4. The lockout device shall be substantial enough to prevent removal. 5. The lock shall be a separately keyed lock for use only with the lockout system. 6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 9. A log shall be maintained on site that identifies the following: • Date of usage • Number of locks and tags used Contractors involved • Time of LOTO initiation • Time of LOTO removal • Designated competent persons • Location of LOTO Devices 10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. Excavations 1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 4. All excavations shall be protected by snow fence, at a minimum. 5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. Fall Protection and Prevention 1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. SC21 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 9. Perimeter cable shall not be less than 3/8" steel cable. 10. Corner uprights must be braced so that the required tension may be maintained. 11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 15. A fall restraint system must be employed when working from articulating boom lifts. 16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. Fire Prevention and Protection 1. A 20 lb. ABC dry chemical fire extinguisher or equivalent must be provided for each 3,000 square feet of protected building area. An extinguisher shall be placed at every stairwell on each level. 2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. SC22 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. Housekeeping 1. Clean -as -you -go practices are required. 2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 5. Any material stored in a work area longer than 24 hours must be approved by Whiting -Turner. 6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 7. All chemicals brought on site must be approved by Whiting -Turner. 8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. Mobile Elevated Work Platform 1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do so. Personal Protective Equipment 1. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 2. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 3. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 4. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 5. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 6. High visibility vests/gear are required by each person on site. 7. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. Scaffolds 1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. SC23 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. • Green tags are reserved for complete systems • Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system • Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. Signs, Signals and Barricades 1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible party's name, company, contact number, and potential hazard. 2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. Stairways and Ladders 1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting - Turner projects. 2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. Steel Erection 1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 3. Roof penetrations are to be made only when equipment is ready to be installed. 4. Safety latches on hooks shall not be disengaged or made inoperable. Welding and Cutting 1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 5. All shields shall be compatible with a hardhat. 6. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. SC24 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT E PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN (1/2/19) SC25 Rev. 112115 Document Generated from CMiC © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN For #019747 HCA MHW Alliance Schoolfield, C. B. January 2023 11 WHITING -TURNER QUALITY MANAGEMENT DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C T= MANAGEMENT Contents 1. Introduction..................................................................................................................................................3 2. Quality Management Plan Administration...................................................................................................3 a. Roles & Responsibilities of the Whiting -Turner Project Team................................................................ 3 b. Trade Responsibilities............................................................................................................................. 3 c. Tracking and Communication.................................................................................................................4 d. Continuous Improvement.......................................................................................................................6 3. Planning and Execution................................................................................................................................6 a. Planning: Pre -Preparatory Activities.......................................................................................................6 4. Third -Party Inspections.................................................................................................................................9 a. Authorities Having Jurisdiction(AHJ)....................................................................................................10 b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy..............................10 c. Factory Acceptance Testing..................................................................................................................10 d. Commissioning......................................................................................................................................11 5. Trade -Specific Quality Management Plans(TSQMPs)................................................................................11 6. Design Integration Management and Coordination...................................................................................12 a. Constructability Reviews.......................................................................................................................12 b. Integration and Collaboration with Collective Team during Design.....................................................12 7. Quality Management Integration with Other Project Processes...............................................................13 a. Bidding and Contracting........................................................................................................................13 b. Document Control.................................................................................................................................13 c. Virtual Design and Construction...........................................................................................................13 d. Procurement.........................................................................................................................................13 e. Project Scheduling.................................................................................................................................13 f. As -Built Documentation Process...........................................................................................................14 g. Operation and Maintenance (O&M) Manual Compilation...................................................................14 h. Close-out...............................................................................................................................................14 8. Project -Specific Special Processes..............................................................................................................14 9. Establishing and Maintaining a Proactive Project Quality Culture.............................................................14 10. Appendix Documents.................................................................................................................................15 a. Definable Features of Work (DFoW) Log (Sample Template)...............................................................15 b. Testing and Inspection Log (Sample Template)....................................................................................15 c. Trade -Specific Quality Management Plans (TSQMPs)..........................................................................15 d. Quality Consultants and Third -Party Inspectors...................................................................................15 Page 1 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C T= MANAGEMENT e. Pre -Installation Meeting Agenda (Sample Template) i•Is] 111*5 o In the event that this project -specific Quality Management Plan (QMP) conflicts with executed contracts, the contracts take precedence. o References to "inspection(s)" herein refer to observations and inspections as defined in and consistent with executed contracts and Contract Document requirements and is limited in liability consistent with the same. 15 o All changes or modifications to the Contract Documents must be formally documented to constitute contractual acceptance by all parties. o The Whiting -Turner Project Team must appropriately document, distribute, and retain records of quality management -related efforts including, but not limited to, meeting minutes, review notes, and observation and inspection reports. o Where "subcontractor" or "trade" are used in this document, these terms may refer to a subcontractor, trade partner, or trade contractor and are used interchangeably. o Where the general term "Project Team" is referenced in this document, this represents the collective project team including the Owner, designers, Whiting -Turner, subcontractors, etc. Page 2 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C 777" MANAGEMENT 1. Introduction The purpose of this project -specific QMP is to support our Project Team's ability to build with quality as a foundation, striving to build right the first time every time. Our quality management efforts, which include both quality assurance and quality control, will begin by explicitly identifying and understanding what our Owner values and prioritizes relative to the delivery of this project. All work must be in conformance with the Contract Documents, which must reflect what we have agreed to provide. 2. Quality Management Plan Administration a. Roles & Responsibilities of the Whiting -Turner Project Team The Whiting -Turner Project Team must take responsibility and ownership of the development, delivery and documentation of the project -specific QMP. Quality roles and responsibilities must be clearly and appropriately established based on knowledge and experience, promoting a sense of ownership for each definable feature of work (DFoW). Roles include the following at a minimum: Project Quality Manager (or Coordinator) Krystal Atcheson-Todd Works with the Project Team to set up and maintain the project -specific QMP and related processes, including documentation. Sets and facilitates Pre -Installation Meetings (Preparatory Phase). Reports quality progress and metrics to the Project Team. In addition to the Lead Project Manager, Lead Superintendent and the Whiting -Turner Project Team, the Project Quality Manager (or Coordinator) has the authority to stop work at any time, if necessary, to confirm quality standards are met. Lead Project Manager Dusty Roberts Participates in the development and execution of the project -specific QMP. Ensures participation of trades in the development and execution of the project -specific QMP. Develops subcontracts to include and enforce quality standards. Coordinates Owner and AHJ participation in Pre -Installation Meetings. Lead Superintendent Krystal Atcheson-Todd Participates in the development and execution of the project -specific QMP. Leads and conducts Initial and Follow-up Phase inspections. Enforces continuous compliance with project quality standards by subcontractors. Whiting -Turner Project Team Participates in all phases of the execution of the project -specific QMP. Supports the Quality Manager and Lead Superintendent in enforcing quality standards and executing quality -related roles and responsibilities as defined. Regionally Dedicated Quality Manager Kenneth Cannatelli Supports the Whiting -Turner Project Team while connecting them to the appropriate corporate resources. b. Trade Responsibilities Each trade is responsible for assuring that its work is in compliance with the Contract Documents. Each trade is required to participate in the execution of this project -specific QMP and documentation Page 3 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C MANAGEMENT of the same. Trade -Specific Quality Management Plans (TSQMPs) that have been submitted by the trade and reviewed by the Whiting -Turner Project Team will be kept on file by Whiting -Turner and furnished upon request to the Owner and design team. Completeness and adequacy of these TSQMPs is the responsibility of the trade, inclusive of any additions or adjustments to the TSQMPs as project conditions and contract documents change. Trade -specific documentation will be reviewed at the discretion of the Whiting -Turner Project Team. Corrections of any deficiencies in documentation are to be made promptly by the trade. All trades must be represented by the appropriate personnel and are required to participate in project meetings from pre -installation through close-out. Each trade is responsible for determining the appropriate means and methods for performing its work as well as compliant installation tolerances subject to review by Whiting -Turner. All trades must communicate with one another in an effort to eliminate conflicts, especially where multiple scopes of work interface. c. Tracking and Communication i. Tracking Tools and Processes Documentation of tests and inspections Submittals Constructability reviews Quality incident tracking log SharePoint I SharePoint & PlanGrid SharePoint SharePoint & PlanGrid Quality metric reporting PlanGrid Punchlist PlanGrid Quality inspection report templates and completed reports will be stored SharePoint Whiting -Turner staff will post inspection reports and related documentation from Owner, trades, and vendors to SharePoint upon receipt of those documents. Page 4 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C MANAGEMENT ii. Owner Communication The Project Team has established the following protocol to encourage effective and ongoing communication of inspections, deficiencies and corrections with the Owner. Communication and reporting of the quality management process to HCA will meet or exceed the requirements of the Contract Documents and Owner contract. These requirements will be reviewed at the onset of the project, and a mutually agreeable communication plan will be developed among the collective project team members including, but not limited to, the Whiting -Turner Project Team, Owner and the design team. This team has decided on the following communication guidelines related to quality: iii. Method of communication: Electronic communication except for punchlist sign offs, which will be via hard copy signatures. iv. Frequency of communication: Quality will be addressed in all Owner progress meetings and otherwise "on demand". V. Communication related to quality: a. Monthly report on eBuilder b. Weekly field updates c. Non -conforming inspections with resolution tracking available upon request d. All inspections will be available upon request e. Upcoming Inspection Milestones included in look -ahead schedule f. Constraints controlled by this team (Owner, design team and Whiting - Turner) will be communicated and addressed as necessary for resolution vi. Project -Wide Communication The Project Team has established the following communication plan regarding quality management and deficiency tracking with the subcontractors during Subcontract negotiation (buy-out), which will also be reviewed during project onboarding. The communication plan must follow a regular pattern to set expectations and avoid lapse. Items to consider in development of this plan include: • Method of communication: Electronic communication via email and PlanGrid tasks • Frequency of communication: o Distribution and review of quality tracking log at weekly subcontractor meetings o Review of non -conforming items, plan for resolution, and constraints in daily huddles. • Expected response from subcontractor regarding non -conforming items: o Immediate recognition of deficiency o Corrective work plan o Response times and allowable durations for remediation specific to quality issue o Documentation of completion o Reinspection (by Whiting -Turner or party that identified non-conformance) Page 5 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C 777" MANAGEMENT Consequence of failed correction within allowed duration for remediation 1. Whiting Turner will assign corrective work to another subcontractor within 48 hours of failure and will back -charge at - fault subcontractor Celebrate successes: o Recognize notable quality management efforts at daily huddles or weekly meetings. (Notable efforts could include proactive recognition of issues in the field.) d. Continuous Improvement Continuous improvement is a priority on this project. Processes, protocol and expectations have been established to help all on this project continuously improve successful delivery. The Project Team will engage in root cause analysis for identified issues. At all Pre -Installation Meetings as well as weekly or bi-weekly quality tracking meetings, the Project Team will track, and document lessons learned. 3. Planning and Execution a. Planning: Pre -Preparatory Activities The following pre -preparatory activities should be completed prior to advancing into the 3 Phases of Quality: i. Complete a quality planning meeting prior to construction start The Whiting -Turner Project Team must coordinate with their regionally dedicated Quality Manager to schedule and perform a quality planning meeting at the time of project kick-off. This meeting with the Whiting -Turner Project Team will include review of the project -specific QMP template and discussion of the processes and protocols that will be used throughout the project, including definition of metrics, which will be used to measure the quality health of the project. ii. Perform constructability reviews With each issuance of design documentation, the Project Team will perform a constructability review and communicate concerns related to constructability, coordination, performance, operation and value. Issues raised will be reviewed with the Owner and design team, vetted and properly documented as necessary. Constructability reviews will be performed upon every issuance of documents, including change directives. iii. Identify DFoWs, highlighting those that are critical A DFoW is defined as any task that is separate and distinct from other work, has separate control requirements, or is identified by different trades or disciplines and is usually unique in nature. At the project onset, the Whiting -Turner Project Team will identify and log each of the DFoWs for the project along with their related requirements (e.g., mock-ups, first work inspections, follow- up inspections, etc.). Critical DFoWs, both defined as critical by corporate policy (reference Section 4.b.) and additional items as determined by the Project Team, are highlighted in the DFoW log to encourage special consideration and focus. The DFoW log will be used as a tracking tool throughout the project to monitor progress. See Appendix A for Definable Features of Work Log. Page 6of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C MANAGEMENT iv. Align with leadership, maintaining a common understanding of quality planning, execution and health Develop an understanding with project leadership, including Whiting -Turner and the Owner, on how success related to quality will be tracked and measured for this project. v. Participate in regular visits/check-ins with regionally dedicated Quality Manager The Whiting -Turner Project Team will meet regularly with their regionally dedicated Quality Manager to review the project -specific QMP, project progress and quality health indicators. vi. Submittal review and approval Submittals will be reviewed by trades prior to submission to the Whiting -Turner Project Team, which will subsequently review them prior to transmission to the design team. Additionally, submittals and means and methods for each DFoW will be coordinated with other DFoWs as appropriate. Approved submittals will be shared with affected or potentially affected trades for coordination. Submittals should be reviewed and approved prior to Phase 1 of each DFoW. To properly manage the submittal process, the Project Team will develop a manageable submittal register prior to beginning the review process. The submittal register will be derived from the Contract Documents and reviewed with the Owner and design team to determine if there are extraneous items that can be excluded. The Submittal Register will include target dates for submission from the subcontractor, review by Whiting -Turner, submission to the design team and Owner, return of the reviewed submittal, fabrication and procurement durations, and shipment and delivery dates. The Submittal Register will be reviewed at both the weekly subcontractor meetings and the Owner progress meetings. Once the subcontractor has compiled and reviewed a submittal for conformance to the Contract Documents, they will submit it to Whiting -Turner. Whiting -Turner will perform their own review of the Submittal for conformance with the Contract Documents, including issued and accepted change documentation. Following review, Whiting -Turner will issue to the designated design team and Owner representatives for review and approval. The review path will include concurrent distribution from Whiting -Turner to all reviewers, but the return path must include compilation of all notes and comments by one party, typically the Architect. Upon return of an approved submittal, Whiting -Turner will distribute to the submitting subcontractor as well as all other subcontractors whose scope of work will be affected by or coordinated with this work. Return of the approved submittal indicates direction to release the work to the subcontractor. Changes to the scope of work indicated in the Contract Documents should not be made by the design team or Owner through the submittal process. If changes are identified, it will be the subcontractor's responsibility to indicate this to Whiting -Turner by submitting an RFI. If the change is confirmed through the RFI process, a formal revision to the Contract Documents will be issued by the design team. The subcontractor must allow adequate time for review and approval of each submittal to maintain the project schedule. Additionally, if a submittal is rejected and requires re -submission because it does not conform to the Contract Documents, the subcontractor is responsible for any associated schedule impact. Page 7of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C MANAGEMENT Execution: 3 Phases of Quality The 3 Phases of Quality refer to the breakdown of activities by definable feature of work (DFoW) into a Preparatory Phase, Initial Phase and Follow-up Phase. Repeat these phases for each DFoW. vii. Phase 1 Preparatory I Set Standards and Expectations The Preparatory Phase includes all efforts to make the jobsite, materials and installing contractor ready for installation to begin. All project stakeholders (including the Owner, designers, Whiting - Turner, trades, vendors, manufacturers and inspectors) are expected to actively participate in the Preparatory Phase of this project -specific QMP. Steps in this phase include: 1. Pre -Installation Meetings The Project Team is committed to developing a common understanding of the project's requirements prior to the start of work. Therefore, a Pre -Installation Meeting will be held for every DFoW. These meetings will include, at a minimum: a. Participation by all stakeholders for the referenced DFoW. This includes, but is not limited to, Whiting -Turner, the installing contractor (including field supervision responsible for the work), designers as applicable, inspectors, Owner representatives and Authorities Having Jurisdiction (AHJs). Participation by Owner representatives and AHJs is strongly encouraged, but at their discretion unless contractually required otherwise. b. Review of specification sections relevant to the DFoW, including quality requirements and related standards. c. Review of Initial Phase requirements and development of a plan to ensure the requirements are met. This may include mock-ups and/or inspections of first work in place with documented reviews. d. Review of the status of related submittals and RFIs as well as identification of new RFIs or clarifications required prior to commencement of work. e. Review of any existing construction and/or prior work by other trades that the DFoW will be building upon. The installing contractor will have reviewed the prior work of others in advance of the meeting, and any concerns not yet addressed will be discussed. f. Discussion of the means and methods of performing the work, including an Activity Hazard Analysis (AHA). At the time of the meeting, the AHA is to include the anticipated hazards associated with the DFoW under review. However, the AHA is to be updated and refined at the time the work begins to ensure its completeness and accuracy in accordance with the project safety requirements. The intent of this portion of the meeting is to inform stakeholders of these details, not establish or approve them. g. Distribution of meeting minutes to all meeting participants and stakeholders. These minutes will become part of the project record and will be used as a reference during the Initial and Follow-up Phases. See Appendix E for a sample agenda for a Pre -Installation Meeting. Page 8 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C 777" MANAGEMENT 2. Set Standards and Expectations Diligently review and verify that the Contract Documents reflect the collective team's common understanding of project expectations. Confirm that these expectations reflect what we have agreed to provide in accordance with the Contract. viii. Phase 2 Initial I Verify Terms of Acceptance The Initial Phase serves as the Project Team's first opportunity to evaluate the work of the installing contractor, confirm the common understanding of requirements and expectations set in the Preparatory Phase, and establish workmanship standards. Mock-ups required by the Contract Documents or otherwise agreed to be necessary during the pre -preparatory and preparatory activities will be reviewed during this phase. Otherwise, and in addition to mock-ups, the first representative portion of installed work will be reviewed (i.e., 'first work inspection"). Pre - Installation Meeting minutes will be revisited to confirm the stakeholders' understanding of the requirements and any additional clarifying expectations of the DFoW. Initial Phase inspections will be documented according to the process described in Section 2.c. ix. Phase 3 Follow-up I Validate Installation Continued inspections in the Follow-up Phase — both scheduled and ongoing unscheduled — serve to confirm continued compliance with the Contract Documents and adherence to the standards established in the Preparatory and Initial Phases. Inspection methods and frequencies are defined in the Testing and Inspection Log in Appendix B. All inspections, whether conforming or non- conforming, will be logged according to the process defined in Section 2.c. The Project Team and subcontractors will remain committed to timely remediation and close-out of non -conformances, also ensuring photographic documentation of remediated non -conformances associated with any photographed non -conformances. All non -conformances must be tracked and closed with the appropriate sign -offs of the parties that originally identified and logged the non-conformance. The Project Team will use project -specific checklists for appropriate DFoWs to review installed work. The Project Team will use a continuous punch approach (see Section 7.h). 4. Third -Party Inspections As required by the Contract Documents, the Project Team will engage special inspectors and laboratories as participants in the project -specific QMP, all of which are required to meet and maintain the qualifications specified by the Contract Documents. Each must submit testing documentation and reports in accordance with the defined processes and expectations in a timely manner consistent with the project schedule. A list of required tests and inspections is included in Appendix B. See Appendix D for qualifications and credentials of each special inspector and laboratory as required. Whiting -Turner is to be given copies of all third -party inspectors' reports. All third -party inspectors must be involved in mock-ups and first work inspections. All third -party inspections and associated reports will be incorporated into the project -specific QMP documentation and tracking protocol. Page 9 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C T= MANAGEMENT a. Authorities Having Jurisdiction (AHJ) Each trade is responsible for ensuring their work is compliant with the Contract Documents and all applicable laws, codes, rules and regulations, as well as planning and managing each inspection. General AHJ inspections such as those for Certificate of Occupancy will be coordinated and hosted by Whiting -Turner. Trades with scope under review during general inspections are required to attend the inspections. b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy Whiting -Turner corporate policy mandates that the following items be carefully inspected by competent, experienced, independent inspectors. The Owner may provide these services directly or the third -party inspectors may be hired through Whiting -Turner provided that the inspections are happening correctly and as often as needed, performed by competent experts in that field and provide an unbiased, objective account of the project conditions. Structural earthwork 16 Pilings, caissons and similar deep foundation systems Structural concrete Structural masonry Structural steel Building envelope system* Any other DFoW involved in the structural X X iiiiiiiiiiiiiiiiiiiiiillillililliliv X X X X X integrity of the work *Building envelope system: The Whiting -Turner Project Team will engage a building envelope consultant to review the design, submittals, mock-ups and first work installations. The consultant will also identify potential areas of concern, propose appropriate, potential modifications to the design team and confirm that materials and installation methods are in accordance with the Contract Documents (still maintaining the latter as a primary responsibility of the subcontractor). See the Building Envelope TSQMP accompanied by credentials in the Appendix. c. Factory Acceptance Testing The purpose of factory acceptance tests (FATS) is to assure that equipment is acceptable for use on the project prior to shipment according to manufacturers' and designers' standards. Below is a summary of items that have been selected for factory acceptance testing. This list is intended to include all contractually required FATS. Each trade is responsible for submitting its FAT plan for each applicable DFoW to Whiting -Turner prior to performing testing. The vendor is responsible for conducting and documenting the FAT as well as hosting project representatives during testing. • Pumps • Air handling units • Electrical switchgear Page 10 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C T77" MANAGEMENT • Generator • Water Heaters • Window Glazing Units d. Commissioning The Project Team will establish a plan for commissioning electrical, mechanical and other systems in accordance with the Contract Documents. Delivery inspections, pre -start-up inspections (i.e., pre - functional), vendor start-up and post -start-up inspections are described in the TSQMPs. Functional testing and enhanced commissioning are described in the project -specific commissioning plan under separate cover. S. Trade -Specific Quality Management Plans (TSQMPs) Subcontractors must document their TSQMPs prior to mobilizing on site. The TSQMPs will be reviewed by the Whiting -Turner Project Team. Subcontractors are responsible for sub -tier subcontractors and vendors following all project quality requirements. TSQMPs should address the following: a. GENERAL: i. The TSQMP is project -specific and comprehensive. ii. Include acknowledgement and commitment to actively participate in execution of the project - specific QIVIP. iii. Describe process to be used for document control and maintenance of as -built documentation. b. ROLES & RESPONSIBILITIES: i. Designate trade's on -site quality management representative(s). ii. Clearly identify which trade personnel have authority to stop work when a quality issue is identified. c. PLANNING FOR QUALITY: i. Describe how this trade plans to install all work right the first time. What is the trade's quality plan or process? ii. Identify and address specific risk issues for trade's scope. iii. Identify who will attend the trade's Pre -Installation Meeting(s). iv. Identify manufacturers or vendors that must be available for Pre -Installation Meeting(s). d. ACCOUNTABILITY AND INSPECTION TRACKING: i. Identify how each trade will track, communicate and resolve its quality issues including non - conformances. ii. Provide checklists for work to be performed. iii. Define roles and responsibilities related to third -party inspection coordination. iv. Establish a process to gather all required quality documents and certifications. Page 11 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C 777" MANAGEMENT 6. Design Integration Management and Coordination Coordination between our Whiting -Turner Project Team and the design team will be an interactive, collaborative process focusing on open lines of communication and proactive efforts between all parties, committing to a value-added approach to resolve issues in a manner that best suits the goals of the Owner and the Project, rather than individual interests. All parties are encouraged to contact other members of this group directly and follow up with documentation of the issue/resolution copied to all team members. This will streamline communication, eliminate wasteful efforts, and result in stronger relationships. a. Constructability Reviews I. Readiness for field use At each level of design documentation, the Whiting -Turner Project Team will complete or update a Constructability Review using the provided Whiting -Turner template. During this process, all design issues noted will be compiled into a report for review with the design team. Depending on the magnitude of this list, we will request a meeting to review the items with the design team or process by email if the list is minimal. Following review and resolution, the design team will issue a Change Bulletin to capture any modifications to the issued Contract Documents or the Project Team will document changes via the RFI process. ii. Coordination between disciplines Coordination of the structure and MEP trades, including footings/foundations, structural steel, miscellaneous metals, underground utilities, in -wall rough -in, and above -ceiling rough -in will be coordinated in our BIM model. The base model will be provided by the design team for incorporation of the subcontractor's scopes of work. Coordination calls will be held every 2 weeks and resultant issues with proposed solutions will be submitted to the design team as an RFI for acceptance or subsequent contractual documentation. Please see the BIM/VDC Execution Plan for additional details regarding this process. b. Integration and Collaboration with Collective Team during Design i. Planning check -in frequency Formal in -person Owner Architect Contractor (OAC) Meetings will be held on site every 4 weeks. A brief check -in call will be held with the OAC team on the off weeks. Additionally, Whiting -Turner and the design team will have a weekly call to discuss outstanding coordination and other follow up items. ii. Defined decision process regarding design If modification to the Contract Documents is required as the result of an RFI, submittal comment, or other design discussion, the design team will issue a Change Bulletin to formally document the change. It is the design team's responsibility to review the change with the Owner prior to issuing to Whiting - Turner. Direction accompanying the issued Change Bulletin must include Owner acceptance of the design modification and direction to proceed (or price and proceed, etc.). Page 12 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C _'4W 7777" MANAGEMENT 7. Quality Management Integration with Other Project Processes a. Bidding and Contracting Bid packages and contracts will establish standards and expectations related to quality, including the requirement for a TSQMP. When pre -bid conferences are held, quality -related standards and expectations will be emphasized. b. Document Control The Project Team understands the importance of maintaining an accurate, current set of documents to establish a single source of truth. Since building a quality project requires conformances with the Contract Documents, this team will define its method of maintaining this accurate set. The Project Team will maintain a current set document log and post all changes to the Contract Documents (e.g., RFIs, sketches, etc.). An accurate set of drawings will be kept in PlanGrid along with all RFI's, sketches, etc. A physical, hard copy of city stamped drawings will be held onsite for city inspector use only. c. Virtual Design and Construction PLEASE REFER TO SUBCONTRACTS FOR BIM NEEDS ON THE PROJECT. d. Procurement As key inspections are conducted during the procurement and delivery process, the project schedule will be used by the Project Team to plan the following: i. Factory Acceptance Tests — see section 4.c. for more detail. FATS will be planned with distinct activities in the project schedule. ii. Delivery Inspections — with the delivery of material and equipment to the project site, inspections for material compliance will be conducted and documented. Delivery activities or milestones will be established in the schedule for key items requiring special focus for inspection. e. Project Scheduling All stakeholders must be aware of the project schedule and be prepared to support all quality - related activities and milestones. i. Scheduling of Pre -Installation Meetings— Pre -Installation Meetings will be included in short- term look -ahead schedules. The Project Team may identify DFoWs for which they will include Pre -Installation meetings in the long-term forecasting (CPM) as a network of related activities. ii. Scheduling of Mock-ups and First Work Inspections — Initial Phase inspections include mock-ups and first work inspections. Contractually required mock-ups will be included as activities in the long-term forecasting (CPM). First work inspections will be included, at a minimum, in the short- term look -ahead schedules. For each DFoW, the mock-up inspections and associated documentation will be predecessors to the installation of the respective features of work. Page 13 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. DocuSign Envelope ID: 6FOCC6A0 FC68-47A7-9CAF-27BA03D9375C 777" MANAGEMENT iii. Scheduling of Testing and Inspections — Follow-up Phase inspections will not all have corresponding distinct activities in the schedule due to the expected quantity. Rather, inspections are summarized in the Testing and Inspection Log with distinct, key tests and inspections pulled into the long-term forecast (CPM), particularly those with critical handoffs. f. As -Built Documentation Process As -built documentation will be submitted monthly with billings. g. Operation and Maintenance (O&M) Manual Compilation 0&M manual compilation will be managed as a DFoW. It will have its own Preparatory Phase (including a meeting), Initial Phase (including confirmation of conformance with the agreed -upon format and completeness of initial sections) and Follow-up Phase (including a final review for completeness before submission). h. Close-out i. Continuous Punch The Project Team will use a continuous punch, "close -as -you -go" approach for the duration of the project to strive for zero punchlist items, which will also help to verify that all work is complete to streamline close-out and turnover. ii. Completion List As project elements near completion, completion lists will be created and managed to ensure all scope is complete prior to final punch -out. Completion lists are not considered punch lists; they are lists of remaining tasks to be performed. iii. Pre -Punch The Project Team will perform a pre -punch process on project elements as they near completion. This means identifying and correcting deficient items early to avoid a bottleneck at the end of the project. This precedes the formal Final Punch -out with the owner and design team. iv. Final Punch -out The project punch -out process will be managed as a DFoW. Stakeholders will participate in a Preparatory Phase meeting to establish the document management process and define participants in future punchlist compilation walks. Additionally, at this meeting, the Project Team will establish the approval and sign -off process for non-conformance corrections. It is important to differentiate between unacceptable work, requests for additional scope, and work in progress. 8. Project -Specific Special Processes NOT APPLICABLE 9. Establishing and Maintaining a Proactive Project Quality Culture This project will include a culture of quality focus. This culture will be reinforced through project management meetings and a recognition and incentive program. Awards and incentives will be Page 14 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. L68-47A7-9CAF-27BA03D9375C MANAGEMENT 1111111,1 established at the discretion of the Project Team to drive and reinforce the desired behaviors, roles and responsibilities relative to a proactive culture of quality. 10. Appendix Documents a. Definable Features of Work (DFoW) Log (Sample Template) The attached DFoW log identifies project -specific DFoWs and their associated activities. This log will be updated periodically and distributed as necessary. b. Testing and Inspection Log (Sample Template) The attached Testing and Inspection log identifies project -specific tests and inspections and their requirements. This log will be updated periodically and distributed as necessary. c. Trade -Specific Quality Management Plans (TSQMPs) TSQMPs received from Subcontractors will be reviewed and filed by Whiting -Turner. d. Quality Consultants and Third -Party Inspectors Qualifications and scopes received from project -specific consultants and inspectors will be reviewed and filed by Whiting -Turner. e. Pre -Installation Meeting Agenda (Sample Template) The attached Pre -Installation Meeting Agenda template is provided for your use in preparing for scheduled meetings. Preparation in advance of these meetings is critical. Meetings may be cancelled and rescheduled if attendance is lacking or if attendees are unprepared. DISCLAIMER: Effective January 2019, all contractors and subcontractors on Whiting -Turner's projects are expected to be in full compliance with all applicable requirements of Whiting -Turner's project -specific Quality Management Plan (QMP). The information contained in this QMP is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and aspects of work under their control. This QMP is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific quality management plan and is not intended to, nor shall it, supersede any federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site - specific quality management plans must meet or exceed the requirements of the Whiting -Turner project -specific Quality Management Plan, the contract documents (including any applicable Owner Quality Management Plans referenced therein), and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. This QMP and all information contained herein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this QMP and makes no representations to such third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Page 15 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. i DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW 03 11 00 - Concrete Forming 03 11 18 - Void Box System 03 20 00 - Concrete Reinforcing 03 30 00 - Cast In Place Concrete At III Special Foundisi A1020-01 - Piers Y Alpha Geotechnical Report A1010,01 - Grade 31 63 29 - Drilled Concrete Piers and Shafts Beams, A1030-01 - 03 20 Concrete Reinforcing SOG 03 30 00 - Cast In Place Concrete Al 030 Slab on Grade A1030-01 - SOO Y Alpha Geotechnical Report A1010-01 - Grade 03 15 26 - Under -Slab Sheet Vapor Retarders Beams, A1020-01 - 03 20 00 - Concrete Reinforcing Piers 03 30 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing B1010 Floor Construction B1010 - 01 - CMU Y 03 20 00 - Concrete Reinforcing 61010 - 02 - Structural 7512 00 - Structural Steel A1030-01 - SOG 131010 Floor Construction Steel Y 055010-Metal Fabrications Blot 0 - 03 - Spray 071100- Applied Fireproofing B1010 - 02 - Structural B1010FIoor Constructkm Fireproofing Y Steel B1020 Roof Construction B1020 - 01 -Wood Y 06 10 00 - Rough Carpentry A1030-01 - SOG 112010 Exterior W ells B2010-02 - Y 07 27 26 - Fluid Applied Membrane P r Items-Y2010-01 - Sheathing Waterproofing 07 62 00 - Sheetmetal Flashing & Trim 07 91 00 - Preformed Joint Seals 07 92 00 - Joint Sealants B2010 Exterior Walls B2010-03-Spray Y 07 21 19 - Foamed -in -Place Insulation Insulation �131020-01-Wood Construction B2010 Exterior W ells B2010-04 - Face Brick N N/A as of 1/16123 B2010i - Sheathing, B2010A2- Watemroofng B2010 Exterior W ails B2010-05 - Fiber Camai 07 46 46 - Fiber Cement Siding B2010-01 - Sheathing, Siding 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemroif g B2010 Exerior W ells B2010-06 - Formed N 07 42 13 - Formed Metal Wall Panels B2010-01 - Sheathing, Metal Wall Panels 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemmofno B2020 Exterior Windows B2020-01 - Exterior Y 07 62 00 - Sheetmetal Flashing & Trim B1020-01-Wood Glaang 07 92 00 - Joint Sealants Construction, B2010-02 084113-Aluminum-Framed Entrances and -Waterproofing Storefronts 08 44 13 - Glazed Aluminum Curtain Walls 08 56 63 - Security Windows with Intergral Blinds 08 80 00 - Glazing 08 7100 - Door Hardware B2030 Exterior Doors B2030-01 - Exterior N 08 11 13 - Holbw Metal Doors and Frames B2010-01 - Sheathing, Doors 08 71 00 - Door Hardware B2010-02 - Waterproofing B3010 Roof Coverings B3010-01 - TPO Roofing Y 07 54 00 -Thermoplastic Polyolefin (TPO) Roofing B1020 - 01 - Wood 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 71 29 - Manufacturered Roof Expansion Joints 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3010 Roof Coverings B3010-02 - Standing Y 07 4100 - Standing Seam Metal Roof Panels B1020-01 -Wood Seam Metal Roofing 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3020 Roof Openings B3010-03 - Skylights Y 08 62 00 - Unit Skylights B1020-01 -Wood C1010 Partitions IC1010-01-Gypsum I I092116- Gypsum Board Assemblies B1020-01-Wood Partitons Const"'t— 0 Copyright 2019 The Whiling -Turner Contracting Company. All rights reserved. Last Updated: 01/18/23 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Storefronts Partitions 08 80 00 - Glazing 08 59 19 - Medical Pass Windows C1010 Partitions C1010-03-Firestopping V 07 84 13 - Penetration Firestopping C1010-01 - Gypsum 07 84 43 - Joint Firesto,vino Partitions Y 08 11 13 - Hollow Metal Doors and Frames C1010-01 -Gypsum 081419-Plastic-Laminate-Flush Wood Doors Partitions 08 34 56 - Ligature -Resistant Slidmm g-Doon,Syste 08 71 00 - Door Hardware C1020 Interior Doors C7020-01 - DFW C1020-02 - Overhead V 08 33 23 - Overhead Coiling Doors C1010-01 - Gypsum C1020 Interior Doors Coilinq Door Partitions C1020-03 - ModernFold Y N/A as of IM6123 C1010-01 -Gypsum C1020 Interior Doors Door Partitions C1030 Filings C1030-01 - Millwork Y 06 41 16 - Plastic -Laminate Clad Architectural C1010-01 - Gypsum Cabicets Partitions 123663 - Solid Surfacing Fabrications 12 64 26 - Upholstered Seating C1030 Fillings C1030-02 - Lockers V 10 5123 - Plastic Laminate Clad Lockers C1010-01 - Gypsum 10 5126 - Plastic Lockers Partitions C1030 Filings C1030-03 - Specialias Y 0113 00 - Mirrors C1010-01 - Gypsum 10 11 00 - Visual Display Units Partitions 02 00 -Toilet Accessories 10 41 16 - Key Cabinet C1030 Fittings C7030-04 - Signage FEmergr(e�Incy 1 V 10 14 00 - Rloom IJe�p, a n Sgnage 10 14 19 - Dimensional Letter Signage 10 14 73 - Painted Signage C1030 Filings C1030-0S - Window Y 12 24 13 - Roller Window Shades C1010-01 - Gypsum Shades Partitions C1030 Fillings C1030-06-Gym V 1166 00 - Gymnasium Equipment C3010 Wall Finishes C3010-01 - Painting Y 09 91 23 - Interior Painting C1010-01 - Gypsum 09 96 53 - Elastimerio Coatings Partitions 09 96 59 - High -Performance Coatings C3010 Wall Finishes C3010-02 - Wall V 097200-Wall Coverings C1010-01-Gypsum Coverings Partitions, C3010-03 - Wall Protection C3010 Wall Finishes C3010-03 - Wall Y 09 78 26 - Solid Surface Wall Panels C1010-01 - Gypsum Protection 06 64 00 - Plastic Paneling Partitions, C3010-02 - 10 26 00 - Wall Protection Wall Coverings C3010 Wall Finishes C3010-04 - Wood V 061000-Rough Carpentry C1010-01 - Gypsum Paneling 06 10 53 - Misc Rough Carcenry Partitions C3020 Floor Finishes C3020-01 - Resilient Y 03 54 16 - Hydraulic Cement Underlayment A1030-01 - BOG Fll 09 05 61 - Moisture Vapor Emission & Alkalinity Control 09 65 13 - Resilient Base & Accessories 09 65 16 - Resilient Sheet Floonrg 0965 19 - Resilient Tile all 09 65 66 - Resilient Athetic Floonno C3020 Floor Finishes C3020-02 - Tiling Y 4 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG 09 05 61 - Moisture Vapor Emission & Alkalinity Control 09 30 00 - Tiling C3020 Floor Finishes C3020-03 - Resinous V 114 16 - Hydraulic Cement Undedayment A1030-01 - BOG Flooding 09 05 61 - Moisture Vapor Emission & Alkalinity Con rot 09 67 23 - Resir c us Fborinno C3020 Floor Finishes C3020-03 - Entrance Y 12 48 13 - Entrance Floor Mats and Frames A1030-01 - SOG Floor Mats C3030-01-Calling V 092116-Gypsum Board Assemblies C3030 Ceiling Finishes Finishes 09 51 13 - Acoustical Panel Ceilings Fbdures 22 05 18 - Escutcheons for Plumbinm Plvinq 22 05 13 - Common Motor Requirements for Plumbing Equipment 22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping 22 05 23 -Ball Valves for Plumbing Piping 22 05 29 - Hangers and Supports for Plumbing Piping & Equip 22 05 53 - Identification for Plumbing Piping & Equip 22 07 19 - Plumbing Pipe Insulation D2020-01 - Domestic 22 11 16: Dgmestb Water Piping D2020 Domestic Water Distribution Water Piping Rough V 22 11 19 Dom she Water Piping Specialties 0 Copyright 2019 The Whiling -Turner Contracting Company. All rights reserved. Last Updated: 01/18/23 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 System (Uniformat Level 3) Definable Feature of Work z PREPARATORY PHASE Pre -installation Pre -installation 'Z Meeting Meeting U ted DFoW. (date scheduled) Completed (date) 22 OS 19 -Meters and Gages for Plumbing Piping Mock-up Required Mock-up Completed (date) INITIAL PHASE Anticipated Construction Start FlrstWork Inspection Required First Work Inspection Completed (date) 15 Responsible Whiting -Turner 03 Contractor Responsible Comment 22 05 29 - Hangers and Supports for Plumbing Piping & Eq wp. 22 05 53 - Identdicabon for Plumbing Piping & Equip 22 08 00 - Commissioning of Plumbing D2020-02 - Water 22 33 00 - Electric, Domestic -Water Heaters D2020 Domestic Water Distribution Equipment Y 22 13 16 - Sanitary W alse and Vent Piping 22 13 9 - Sanitary Waste Piping Specialties 22 05 29 - Hangers and Supports for Plumbing Piping & Equip. D2030-01 - Sanitary 22 05 53 - Identdicabon for Plumbing Piping & D2030 Sanitary Waste Piping Fri Y Equip r D3030 Cooling Generating Systems D3030-01 - HVAC Y 2305 13 - Common Motor Requlrmenls for HVAC Equipment Equip 23 OS 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Equipment 23 34 16 - Centrifugal HVAC Fans 23 34 23 - HVAC Power Ventilators D3040 Distribution Systems D3040-01 - HVAC Y 23 05 53 - Identification for HVAC Piping 8 Ductwork & Components Equipment 23 07 13 - Duct Insulation 23 31 13 -Metal Ducts 23 33 00 - Air Duct Accessories 23 33 46 - Rentals Ducts 233533 - Listed Kitchen Ventilation System Exhaust Ducts 23 37 13 - Air Ddfusers 2337 13.43 - Security Registers and Grilles D3040 Distribution Systems D3040-02 - HVAC Piping Y 23 05 17 - Sleeves and Sleeve Seals for HVAC & Components Piping 23 05 18 - Escutcheons for HVAC Piping 23 05 29 - Hangers and Supports for HVAC Piping 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Piping 23 07 19 - HVAC Piping Insulation 23 21 13 - Hydronic Piping 23 23 00 - Refrigemnt Piping D3050 Terminal & Package Units D3050 - Terminal & Y 23 05 13 - Common Motor Requirements for Package Units HVAC Equip 23 05 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identrflcabon for HVAC Equipment 23 360 -Air Terminal Units 23 74 16.11 - Packaged, Rooftop Air -Conditioned Units 23 81 26 - Split -System Air Conditioners D3060 Control 8 Instrumentation D3060-01 - HVAC Y 23 08 23 - Instrumentation and Control for HVAC Controls Svstems D3070 Systems Testing & Balancing D3070-01 - TAB Y 23 05 93 - Testing, Adjusting, and Balancing for HVAC 40 Fire r D4010 Sprinklers Protection D4010-01 - Fire Sprinkler Y 21 05 13 - Common Motor Requirements for Fire System Suppression Equip 21 05 17 - Sleeves & Sleeve Seals for Plumbing Piping 21 05 18 - Escutcheons for FP Pipit 21 05 23 - General Duty Valves for FP Piping 21 05 53 - Identification for FP Piping & Equip 21 13 13 -Wet-Pipe Sprinkler Systems r 1 - 21 13 16 - Dry -Pipe Sprinkler Systems 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 Diabmpbgn Syatema 26 05 53 - Idenbflcat— for Electrical Systems 26 05 73.13 - Shod Circuit Studies 26 05 73.16 - Cogrdinabon Studies 26 05 73.19 - Arc -Flash Hazard Analysis 26 08 00 - Commissioning of Electrical Systems 26 22 13 - LV Distribution Transformers 26 24 13 - Switchboards 26 24 16 - Panelboards 26 28 13 - Fuses 26 28 6 - Enclosed Switches and Circuit Breakers 26 29 13.03 - Manual and Motor Controllers D5010 Electrical Service & Distribution D5010-02 - Generator & Y 26 32 13.13 - Diesel Emergency Engine ATS Generators 26 36 00 - Transfer Switches D5020 Lighting and Branch Wiring D5020-01 - Lighting and V 26 05 19 - LV Electrical Power Conductors & Branch Wiring Cables 26 05 26 - Grounding and Bonding for Electrical Systems 26 05 29 - Hangers & Supports for Electrical Systems 26 05 33 - Raceway and Boxes for Electrical Systems 26 0544 - Sleeves and Sleeve Seals for Electrical 26 05 53 - Identification for Electrical Systems 26 43 13 - Surge Protection for LV Power Circuits D5020 Lighting and Branch Wiring D5020-02 - Interior V 26 27 26 - Wiring Devices Fbdures & Devices 26 51 00 - Interior Lighting D5030-01 - Y 27 05 26 - Grounding and Bonding for Communications & Communications Systems Security Systems 27 05 28 - Pathways for Communication Systems 27 15 13 - Communications Hor writal Cabling 5030 Communications & Security 2120 00 - Security and CCTV D5030-02 - Nurse Call Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems 27 52 23 - Nurse Call Code -Blue Systems 55nn ((''�(j j� jV� Sao my D5Al� yalems e er Elecrl el S& D5090-01 -Fire Alarm Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems E Equipment and Furnishings 28 46 21.11 -Addressable Fire Alarm Systems E20 Furnishings E2010 Faetl Furnishings EZu17 1 - Site Fencing N N/A as of 1/16/23 E2010 Ficetl Furnishings E2010-02 - Site N N/A as of 1/16/24 Special Construction & Demolition Furnishings ConstructionF10 Special F1010 SpecialStructures Y 13 34 00 -Metal Buildlno System A1030-01 - SOG F1010-01 - PEMB F7010-02 - Courtyard N/A as of 1116123 A-30-0 SOG F1010 S ecre ial Structus Shade System Y G10 Site Preparation G1010 Sde Clearing G1010 - 01 N Aloha Geotechnical Reood Alpha Geotechnical Report A1010-01, A1-1 G1030 Site Earthwork ss; G 1030 - 01 V 31 23 00 - Excavation and Fill G2010 Roadways G2010 - 01 V Alpha Geotechnical Report 03 1100- Concrete Forming 032000 -Concrete Reinforcing03 30 00 - Cast In Place Concrete 03 Concrete Finishing 01030-01 G2020 Parking Lots G2020 - 01 N Alpha Geotechnical Report 03 11 00 - Concrete Forming 0320 00 - Concrete Reinforcing 0330 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing G1030-02 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Project: HCA Behavioral Health Hospital - FTW G3010 Water Supply G3010-01 - Water G3020 Sanitary Sewer G3020-01 - Sanitary Sewer G3030 Storm Sewer G3030-01-Storm Sewer G3060-01 - Natural Gas G3060 Fuel Distribution Natural Gas Plpinq 'nn 94010 Electrical Distribution IL G4010-01 - Site Electrical G4020 Site Lighting G4020 - Site Lighting G4030 Site Communications & Security Definable Features of Work Log Last Updated: 01/18/23 i rvPre u 'N"I'Aas'ofl/16123 PREPARATORY PHASE -Installation Pre -Installation Meeting Meeting Related DFoWs (date scheduled) Completed (date) Mock-up Required Mack -up Completed (date) INITIAL PHASE Anticipated Construction Start First Work Inspection Required First Work Inspection c Responsible Whiting -Turner Completed (date) ct Contractor Responsible Comment ---- 0330 0 - Cast In Piece Concrete ---- G 010-01 ---- ---- =---- ---- r r r.r ---- Electrical Svsterns ____ © Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Testing and Inspections Log Projec #019747 HCA Behavioral Health Hospital FW Last Updated 1/12/2023 0 Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. Page 1 of 1 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Job #: Date: Purpose Job Name: ITT n The Quality Planning Meeting is held by the Project Team with the regionally dedicated Quality Manager (RDQM) shortly after project award prior to start of subcontracted work. The meeting is to review project -specific quality management requirements and best practices, as well as plan strategies for successful development and execution of the Project -Specific Quality Management Plan (PSQMP). The meeting will include a review of processes and protocols to be used throughout the project, including definition of quality health metrics to be used to meet quality goals set on the project. In the meeting, the team will also define roles and responsibilities, define and understand expectations and identify critical Definable Features of Work (DFoWs). The Quality Planning Meeting will be attended by the project's lead Project Manager, lead Superintendent, Quality Manager/Coordinator, RDQM, and other available project team members. Objectives 1. Reinforce our culture of Quality as a foundation for project success with project team members and the RDQM 2. Understand the Policy and Program & how to customize the Project -Specific Quality Management Plan (PSQMP) 3. Review the project scope and schedule - discuss how to set expectations and integrate quality planning 4. Define quality success and discuss how it will be measured using appropriate processes and protocols 5. Identify quality management roles and responsibilities 6. Identify Definable Features of Work and Method of Tracking and/or Record -Keeping 7. Determine resources needed by the project team to execute the PSQMP Attendees Name Position Lead Project Manager Lead Superintendent Project -Specific Quality Coordinator/Manager Regionally Dedicated Quality Manager (Senior Leader) (Other Project Team Member) Page 1 of 5 I= DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Quality Planning Meeting - AGENDA Wr � QUALITY � MANAGEMENT TT" Quality Management Overview Note: Presentation resources for this overview are available to RDQMs on the Quality Management SharePoint site. 1. Review the Whiting -Turner Quality Management Policy and Program 2. Review the 3-Phases of Quality 3. Discuss Definable Features of Work (DFoW) and what can make them "Critical' or priority Notes or Links: Project -Specific Quality Management Plan (PSQMP) Note: Project team should have reviewed the QMP template prior to the meeting and is encouraged to have a draft QMP prepared for review/discussion. 1. Template and Introduction 2. Plan Administration 3. Planning and Execution (including 3 Phases of Quality) 4. Third -Party Inspections 5. Trade -Specific Quality Management Plans (TSQMPs) 6. Design Integration Management and Coordination (including Constructability Review) 7. QM Integration with Other Project Processes 8. Project -Specific Special Processes 9. Proactive Project Quality Culture 10. Appendix Documents to Include 11. Whiting -Turner Project Support Documents Notes or Links: Project Scope & Schedule 1. Project team gives overview of scope of work 2. Project team gives overview of project schedule 3. Discuss status of design documents or Page 2 of 5 I= DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Quality Planning Meeting - AGENDA QUALITY. TTTM MANAGEMENT 4. Discuss process and software/tracking method project team will use for document control Notes or Links: Define Quality Success 1. How does the project team define quality? 2. How does the Client define quality? 3. How does the design team define quality? 4. Discuss how Whiting -Turner's plan will ensure expectations are met 5. Identify how success will be measured 6. How will the project celebrate quality success? Notes or Links: Identify Roles & Responsibilities 1. Whiting -Turner 2. Design Team 3. Client 4. Third -Party Inspectors 5. Authorities Having Jurisdiction (AHJs) 6. Trade Subcontractors 7. Other Project Stakeholders Notes or Links: Page 3 of 5 I= DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Quality Planning Meeting - AGENDA QUALITY. TTTM MANAGEMENT Resources 1. Has the project team engaged the applicable Industry Excellence National Coordinator, Industry Specialist, and Cost Specialist? 2. How can the Regional Dedicated Quality Manager (RDQM) help and support the project team? 3. Which Division of Work Leaders, Coordinators, and Subject Matter Experts (SMEs) would be helpful to the project team? 4. Are any outside resources needed? 5. What published resources can the team use for critical features of work? Notes or Links: Definable Features of Work (DFoW) Note: Project team may use this section to draft a list of identified DFoWs to be tracked through the 3 Phases of Quality and to determine appropriate methods of tracking for the project duration. 1. What are our "Critical' Definable Features of Work? 2. What other DFoWs should be prioritized? 3. For Critical and prioritized DFoWs, what method will we use to list and track them through the 3 Phases of Quality? Notes or Links: Action Items for Next Meeting Note: Assigning personnel responsible for action and due date is important for verification of follow-up to items discussed in the Quality Planning Meeting. Actions from the meeting should be reviewed for closure by the agreed date(s). EXAMPLE ACTIONS: Project team completes and distributes Project -Specific Quality Management Plan (PSQMP); Project team finalizes identification of DFows to be tracked through the 3 Phases of Quality and sets up tracking method; RDQM helps connect project team to Whiting -Turner resources. RDQM reviews PSQMP and DFoW list/tracker and provides comments back to the team Description Note or Assigned To Due Date Completion Action? (Name/Company Date I Page 4 of 5 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Page 5 of 5 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT F SUBCONTRACTOR PLAN FOR COVID-19 This subcontract was executed during the worldwide pandemic of the coronavirus (COVID-19), as declared by the World Health Organization (WHO) in March 2020. In response to the COVID-19 pandemic and in accordance with the guidance of public health authorities, Subcontractor is required to reasonably cooperate with and, to the extent applicable, comply with all applicable Jobsite COVID Protocols for the Project. Subcontractor is further required to provide Whiting -Turner with Subcontractor's infectious disease preparedness and response plan for the Project which, at a minimum, ensures that Subcontractor will follow all applicable WHO, CDC, OSHA, and local, state anJ federal orders and regulations and project -specific requirements as it pertains to the performance of their scope of work in light of COVID19. Specifically, Subcontractor's infectious disease preparedness and response plan must specifically identify how Subcontractor will satisfy applicable requirements in the following areas: • Responsibilities of managers, supervisors and employees • Basic infection prevention measures for all workers regardless of exposure risk including but not limited to: o Hygiene protocols including but not limited to hand washing, etc. o Stay -home -when -sick protocols o Respiratory etiquette o Avoiding close contact with people who are sick o Social/physical distancing strategies • Training and project orientation procedures including but not limited to: o Understanding symptoms of COVID-19 • Jobsite exposure situations and stay-at-home and do -not -come -to -work protocols including but not limited to: o Employee experiencing COVID-19 symptoms o Employee tests positive for COVID-19 o Employee has close contact with an individual who has tested positive for COVID-19 o Employee return -to -work procedures o Confidentiality • Project staffing strategy to both adequately staff the project and limit exposure (e.g., dividing crews, etc.) • Jobsite protective measures including but not limited to: o General safety policies and rules o Office and jobsite sanitation o Meeting protocols o Personnel and work area sanitation protocols o Equipment and tool usage protocols o Common drink source/watercooler protocols o Jobsite visitors o Delivery procedures o PPE program including but not limited to mask, glove, respirator and eye protection use o Lift and hoist use o Stair, common corridor and tight workspace, etc. use o Breaktime and lunch policies o Work practice controls including but not limited to housekeeping and dust control, etc. o Personnel wellness check procedures including but not limited to: • Self -reporting • Temperature checks, if applicable • Employee questionnaires and wellness checklists • Travel inquiries • Contact tracing • To mitigate the spread and exposure of COVID-19, Subcontractor will follow CDC recommendations, project -specific requirements, and all other applicable federal, state and local orders, including restrictions and self -quarantining requirements and will determine, to the best of their ability, that each employee is cleared to work that day including but not limited to: • Employee is not experiencing any symptoms of COVID-19 including without limitation fever, shortness of breath or loss of taste or smell • Employee has not traveled internationally or in a high -risk area domestically over the past 14 days outside of the employee's typical commute SC38 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C (Exhibit Revised 3/2020) • Employee has not had prolonged, unprotected, close contact (without proper PPE) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 • Employee has not had direct contact with infectious secretions (been coughed/sneezed upon) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 o Jobsite social/physical distancing including but not limited to strategies for integrating social/physical distancing into activity hazard analysis: • Engineered controls • Administrative controls — work process changes • PPE • Jobsite cleaning and disinfecting protocols including but not limited to: o Jobsite trailers and break areas o Trash collection o Sanitary facilities, if applicable o Vehicles, tools and equipment o Sanitizing equipment and supplies program o Material Safety Data Sheets • Travel restrictions (e.g., public transportation, etc.) • Procedures and protocols for unique project conditions including but not limited to occupied buildings, facilities with high -risk residents (e.g., healthcare, senior living), public interface, etc. • Job suspension procedures • Project start-up/return to shuttered project procedures • Supply chain monitoring/continuity plan • Record keeping program including but not limited to internal, external and OSHA The guidelines set forth herein are based on current public health guidance (as of April 3, 2020). Any requirements which are contingent on the pandemic declaration including without limitation those pertaining to medical inquiries and examinations, shall be deemed to lapse when the WHO declares an end to the COVID-19 pandemic, or such other time as may be required by applicable law. SC39 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT G DRAWING & SPECIFICATIONS LOG SC28 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Drawing Log N N O N r-I H dp S N \ n 3 r co o v N N Sheet tw Number Title j a IGOO-00 COVER SHEET X IG01-01 LIFE SAFETY PLAN - LEVEL ONE - OVERALL X G02-01 FEC PLAN X CIVIL IC0.0 COVER SHEET IC0.1 GENERAL NOTES X IC1.1 DEMOLITION PLAN X IC2.0 DIMENSIONAL CONTROL PLAN X IC2.1 DIMENSIONAL CONTROL PLAN X IC2.2 DIMENSIONAL CONTROL PLAN X IC2.3 DIMENSIONAL CONTROL PLAN X IC2.4 DIMENSIONAL CONTROL DETAILS X IC2.5 OVERALL GRADING PLAN X IC3.0 GRADING PLAN X IC3.1 GRADING PLAN X IC3.2 GRADING PLAN X IC3.4 GRADING PLAN X IC3.5 DETAILED GRADING X IC4.1 EXISTING DRAINAGE AREA MAP IC4.1 STORM SEWER PLAN X IC4.2 PROPOSED DRAINAGE AREA MAP IC4.3 STORM SEWER PLAN IC4.4 HGL CALCULATIONS IC5.1 OVERALL UTILITY PLAN X IC5.2 WATER PLAN IC5.3 SANITARY SEWER PLAN IC6.1 PAVING PLAN X IC6.2 PAVING DETAILS X IC7.1 EROSION CONTROL X IC7.2 EROSION CONTROL DETAILS IC.001 SEWER LINES SS-1 PLAN & PROFILE X IC.002 WATER PLAN & PROFILE W-1 X C.003 WATER PLAN & PROFILE W-1 X L0.01 L0.02 LANDSCAPE URBAN FORESTRY - PHASE 1 URBAN FORESTRY -TREE TABLE X DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C IS02-01C FOUNDATION PLAN - SEGMENT C X IS02-01D FOUNDATION PLAN - SEGMENT D X IS02-01E FOUNDATION PLAN - SEGMENT E X IS02-02 CANOPY FOUNDATION PLANS IS03-01 OVERALL ROOF FRAMING PLAN X IS03-01A ROOF FRAMING PLAN -SEGMENTA X IS03-01B ROOF FRAMING PLAN - SEGMENT B X IS03-01C ROOF FRAMING PLAN - SEGMENT C X IS03-01D ROOF FRAMING PLAN - SEGMENT D X IS03-01E ROOF FRAMING PLAN - SEGMENT E X IS04-00 TYPICAL FOUNDATION DETAILS X IS04-01 FOUNDATION DETAILS X IS05-01 TYPICAL WOOD SCHEDULES AND DETAILS X IS05-02 TYPICAL SHEAR WALL SCHEDULE AND DETAILS X IS05-03 TYPICAL WOOD DETAILS X IS05-04 TYPICAL ROOF FRAMING DETAILS X IS05-05 ROOF FRAMING DETAILS X IS05-06 ROOF FRAMING DETAILS X 506-01 TRUSS ELEVATIONS X ARCHITECTURAL IA01-00 STANDARDS AND SYMBOLS X IA01-01 SITE PLAN X IA01-11 ENLARGED SITE PLANS AND DETAILS X IA02-00 WALL & PARTITION TYPES AND UL ASSEMBLIES X IA02-01 FLOOR PLAN - LEVEL ONE - OVERALL X IA02-01A FLOOR PLAN - LEVEL ONE - SEGMENT A X IA02-01B FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02-01C FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02-01D FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02-01E FLOOR PLAN - LEVEL ONE - SEGMENT E X IA02-03 ROOF PLAN OVERALL X IA02D-00 OVERALL DIMENSION PLAN X IA02D-01A DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENTA X IA02D-01B DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02D-01C DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02D-01D DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02D-01E DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT E X IA03-01 REFLECTED CEILING PLAN - LEVEL ONE - OVERALL X IA03-01A REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT A X IA03-01B REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT B X IA03-01C REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT C X IA03-01D REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT D X IA03-01E REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT E X IA03-10 RCP DETAILS X IA04-00 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA04-01 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA05-01 EXTERIOR ELEVATIONS X IA05-21 PARTIAL ENLARGED EXTERIOR ELEVATIONS X IA06-01 BUILDING SECTIONS X IA06-02 ,BUILDING SECTIONS X DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C MECHANICAL IM0.01 MECHANICAL SYMBOLS, LEGENDS, AND GENERAL NOTES X IM2.01 MECHANICAL DUCTWORK PLAN -SEGMENT A X IM2.02 MECHANICAL DUCTWORK PLAN - SEGMENT B X IM2.03 MECHANICAL DUCTWORK PLAN - SEGMENT C X IM2.04 MECHANICAL DUCTWORK PLAN - SEGMENT D X IM2.05 MECHANICAL DUCTWORK PLAN - SEGMENT E X IM2.06 MECHANICAL ROOF PLAN -SEGMENTA X IM2.07 MECHANICAL ROOF PLAN - SEGMENT B X IM2.08 MECHANICAL ROOF PLAN - SEGMENT C X IM2.09 MECHANICAL ROOF PLAN - SEGMENT D X IM2.10 MECHANICAL ROOF PLAN - SEGMENT E X IM4.01 MECHANICAL CONTROLS X IM4.02 MECHANICAL CONTROLS X IM4.03 MECHANICAL CONTROLS X IM4.04 MECHANICAL CONTROLS X IM6.01 MECHANICALSECTIONS X IM6.02 MECHANICAL ENLARGED PLAN X IM6.03 MECHANICAL ENLARGED PLAN X IM6.04 MECHANICAL ENLARGED PLAN X IM6.05 MECHANICAL ENLARGED PLAN X IM6.06 MECHANICAL ENLARGED PLAN X IM8.01 MECHANICAL SCHEDULES X IM8.02 MECHANICAL SCHEDULES X IM8.03 MECHANICAL SCHEDULES X IM8.04 MECHANICAL SCHEDULES IM9.01 MECHANICAL DETAILS X M9.02 MECHANICAL DETAILS X f-if-T ►i:1r��u IE0.01 ELECTRICAL SYMBOLS, LEGENDS AND GENERAL NOTES X IE1.01 ELECTRICAL SITE PLAN X IE2.02 ELECTRICAL LIGHTING PLAN - SEGMENT A IE2.03 ELECTRICAL LIGHTING PLAN - SEGMENT B IE2.04 ELECTRICAL LIGHTING PLAN - SEGMENT C IE2.05 ELECTRICAL LIGHTING PLAN - SEGMENT D IE2.06 ELECTRICAL LIGHTING PLAN - SEGMENT E IE3.02 ELECTRICAL POWER PLAN - SEGMENT A X IE3.03 ELECTRICAL POWER PLAN - SEGMENT B X IE3.04 ELECTRICAL POWER PLAN - SEGMENT C X IE3.05 ELECTRICAL POWER PLAN - SEGMENT D X IE3.06 ELECTRICAL POWER PLAN - SEGMENT E X IE3.07 ELECTRICAL ROOF PLAN X IE6.01 ELECTRICAL ENLARGED PLANS X IE6.02 ELECTRICAL POWER PLAN - GYM & ENLARGED SITE PLAN X IE6.04 ENLARGED KITCHEN POWER PLAN X IE7.01 ELECTRICAL ONE -LINE DIAGRAM X IE7.02 EMERGENCY ELECTRICAL ONE -LINE DIAGRAM X IE7.03 GROUNDING ONE -LINE DIAGRAM IE8.01 ,PAN ELSCHEDULES DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C IT6.02 ELECTRICAL LOW VOLTAGE PLANS X IT8.01 LOW VOLTAGE SCHEDULES IT8.02 LOW VOLTAGE SCHEDULES IT9.01 LOW VOLTAGE DETAILS T9.02 LOW VOLTAGE DETAILS PLUMBING IFP0.01 FIRE PROTECTION SYMBOLS, LEGENDS AND GENERAL NOTES X IFP2.01 FIRE PROTECTION PLAN -SEGMENTA X IFP2.02 FIRE PROTECTION PLAN - SEGMENT B X IFP2.03 FIRE PROTECTION PLAN - SEGMENT C X IFP2.04 FIRE PROTECTION PLAN - SEGMENT D X IFP2.05 FIRE PROTECTION PLAN - SEGMENT E X IFP7.01 FIRE PROTECTION RISER DIAGRAM X IFP7.02 FIRE PROTECTION RISER DIAGRAM X IFP9.01 FIRE PROTECTION DETAILS X IP0.01 PLUMBING SYMBOLS, LEGENDS AND GENERAL NOTES X IP2.01 PLUMBING UNDERFLOOR PLAN -SEGMENTA X IP2.02 PLUMBING UNDERFLOOR PLAN - SEGMENT B X IP2.03 PLUMBING UNDERFLOOR PLAN - SEGMENT C X IP2.04 PLUMBING UNDERFLOOR PLAN - SEGMENT D X IP2.05 PLUMBING UNDERFLOOR PLAN - SEGMENT E X IP2.06 PLUMBING PLAN -SEGMENT A X IP2.07 PLUMBING PLAN - SEGMENT B X IP2.08 PLUMBING PLAN - SEGMENT C X IP2.09 PLUMBING PLAN - SEGMENT D X IP2.10 PLUMBING PLAN - SEGMENT E X IP2.11 PLUMBING ROOF PLAN - SEGMENT A X IP2.12 PLUMBING ROOF PLAN - SEGMENT B X IP2.13 PLUMBING ROOF PLAN - SEGMENT C X IP2.14 PLUMBING ROOF PLAN - SEGMENT D X IP2.15 PLUMBING ROOF PLAN - SEGMENT E X IP6.01 PLUMBING ENLARGED PLANS IP6.02 PLUMBING ENLARGED PLANS IP6.03 PLUMBING ENLARGED PLANS IP6.04 PLUMBING ENLARGED PLANS IP6.05 PLUMBING ENLARGED PLANS IP6.06 PLUMBING ENLARGED PLANS IP6.07 PLUMBING ENLARGED PLANS IP6.08 PLUMBING ENLARGED PLANS IP6.09 PLUMBING ENLARGED PLANS IP6.10 PLUMBING ENLARGED PLANS IP6.11 PLUMBING ENLARGED PLANS IP6.12 PLUMBING ENLARGED PLANS IP6.13 PLUMBING ENLARGED PLANS IP7.01 PLUMBING RISER DIAGRAM X IP7.02 PLUMBING RISER DIAGRAM X IP7.03 PLUMBING RISER DIAGRAM X IP7.04 PLUMBING RISER DIAGRAM X IP7.05 PLUMBING RISER DIAGRAM X �P7.06 ,PLUMBING RISER DIAGRAM X DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 17 WATER PLAN & PROFILE W-1 18 OVERALL SEWER LAYOUT 19 SEWER LINE SS-1 PLAN & PROFILE 110 WATER DETAILS I11 WATER DETAILS 112 WATER DETAILS 113 SEWER DETAILS 114 SEWER DETAILS I15 SEWER DETAILS 116 DRIVEWAY PLAN 117 DRIVEWAY DETAILS 118 DRIVEWAY DETAILS 19 DRIVEWAY DETAILS SUPPLEMENTAL/ VENDOR DRAWINGS IK1.0 EQUIPMENT SCHEDULES X IK1.1 PROGRESS PRINT EQUIPMENT PLAN X IK1.2 ARCHITECTURAL DIMENSION PLAN X IK1.3 PLUMBING IN -SLAB DIMENSION PLAN X IK1.4 PLUMBING ROUGH -IN DIMENSION PLAN X IK1.5 ELECTRICAL IN -SLAB DIMENSION PLAN X IK1.6 ELECTRICAL ROUGH -IN DIMENSION PLAN X IK1.7 SPECIAL CONDITIONS IN -SLAB DIMENSION PLAN X IK1.8 SPECIAL CONDITIONS ROUGH -IN DIMENSION PLAN X IK1.9 VENTILATION & REMOTE REFRIGERATION PLAN X IK1.10 MECHANICAL SCHEDULES & NOTES X IK1.11 RESPONSIBILITY MATRIX X ISS-1 STORAGE SYSTEM LAYOUT X ISS-2 STORAGE SYSTEM LAYOUT X ISS-3 STORAGE SYSTEM LAYOUT X ISS-4 STORAGE SYSTEM LAYOUT X ISS-5 STORAGE SYSTEM LAYOUT X ISS-6 ELEVATIONS X BALLY WALK IN COOLERS / FREEZER X CAPTIVE -AIR HOODS X PREMIER SUBMITTAL DRAWINGS X FOOD SERVICE EQUIPMENT CUT BOOK X DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Specification Log Specification Number Title IVENDOR SPECIFICATIONS IBALLY REFRIGERATION SPECS DIVISION 01- GENERAL REQUIREMENTS 011000 SUMMARY 012110 ALLOWANCES 012200 UNIT PRICES 012300 ALTERNATES 012500 SUBSTITUTION PROCEDURES 012600 CONTRACT MODIFICATION PROCEDURES 012900 PAYMENT PROCEDURES 013100 PROJECT MANAGEMENT AND COORDINATION 013200 CONSTRUCTION PROGRESS SCHEDULES 013216 CPM SCHEDULES AND REPORTS 013233 PHOTOGRAPHIC DOCUMENTATION 013300 SUBMITTAL PROCEDURES 013533 INFECTION CONTROL PROCEDURES 014000 QUALITY REQUIREMENTS 014100 REGULATORY REQUIREMENTS 014200 REFERENCES 014339 INTEGRATED EXTERIOR MOCKUP 014523 TESTING AND INSPECTION SERVICES 014533 STRUCTURAL TESTING 014536 CONCRETE IMAGING 015000 TEMPORARY FACILITIES AND CONTROLS 015710 CONSTRUCTION ENVIRONMENTAL MANAGEMENT 015719 TEMPORARY EROSION AND SEDIMENTATION CONTROL 015750 INTEGRATED PEST MANAGEMENT 016000 PRODUCT REQUIREMENTS 017123 FIELD ENGINEERING 017300 EXECUTION 017329 CUTTING AND PATCHING 017419 CONSTRUCTION WASTE MANAGEMENT PROCEDURES 017700 CLOSEOUT PROCEDURES 017823 OPERATION AND MAINTENANCE DATA 017830 WARRANTIES 017839 RECORD DOCUMENTS 017900 DEMONSTRATION AND TRAINING 010913 GENERAL COMMISSIONING REQUIREMENTS (DIVISION 02 - EXISTING CONDITIONS 022000 IGEOTECHNICAL DATA X N N O N r-I N n O1 V1 0 P as 0 a DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING X 076200 SHEET METAL FLASHING AND TRIM X 077100 ROOF SPECIALTIES X 077129 MANUFACTURED ROOF EXPANSION JOINTS X 077200 ROOF ACCESSORIES X 077253 SNOW GUARDS X 078100 APPLIED FIRE PROTECTION 078413 PENETRATION FIRESTOPPING X 078443 JOINT FIRESTOPPING X 079100 PERFORMED JOINT SEALS X 079200 JOINT SEALANTS X (DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES X 081119 STAINLESS STEEL DOORS AND FRAMES X 081424 PLASTIC -LAMINATE -FACED WOOD DOORS X 083113 ACCESS DOORS AND FRAMES X 083114 SECURITY ACCESS DOORS AND FRAMES X 083323 OVERHEAD COILING DOORS X 083456 LIGATURE RESISTANT SLIDING DOOR SYSTEM X 084113 ALUMINUM -FRAMED ENTRANCES AND STOREFROTNS X 084413 GLAZED ALUMINUM CURTAIN WALLS X 085619 MEDICAL PASS WINDOWS X 085653 SECURITY WINDOWS WITH INTEGRAL BLINDS X 086200 UNIT SKYLIGHTS X 087100 DOOR HARDWARE X 087113 AUTOMATIC DOOR OPERATORS X 088000 GLAZING X 088300 MIRRORS X 089119 FIXED LOUVERS X IDIVISION 09 - FINISHES 090561 MOISTURE VAPOR EMISSION AND ALKALINITY CONTROL 092116 GYPSUM BOARD ASSEMBLIES 093000 TILE 095113 ACOUSTICAL PANEL CEILINGS 096513 RESILIENT BASE AND ACCESSORIES 096516 RESILIENT SHEET FLOORING 096519 RESILIENTTILE FLOORING 096566 RESILIENT ATHLETIC FLOORING 096723 RESINOUS FLOORING 097200 WALL COVERINGS 097816 SOLID SURFACE WALL PANELS 099121 INTERIOR PAINTING 099653 ELASTOMERIC COATINGS 099659 HIGH PERFORMANCE COATINGS DIVISION 10 -SPECIALTIES 101100 VISUAL DISPLAY UNITS 101400 INTERIOR SIGNAGE 101419 DIMENSIONAL LETTER SIGNAGE 101473 PAINTED SIGNAGE 102600 WALL PROTECTION 102800 TOILET ACCESSORIES 104116 EMERGENCY KEY CABINET 104400 FIRE PROTECTION SPECIALTIES DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT X 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT X 220719 PLUMBING PIPING INSULATION X 220800 COMMISSIONING OF PLUMBING 221116 DOMESTIC WATER PIPING X 221119 DOMESTIC WATER PIPING SPECIALTIES X 221123 DOMESTIC WATER PUMPS X 221316 SANITARY WASTE AND VENT PIPING X I22 13 19 SANITARY WASTE PIPING SPECIALTIES X 223300 ELECTRIC, DOMESTIC -WATER HEATERS X 22 40 00 PLUMBING FIXTURES DIVISION 23 - HEATING, VENTILATION & AIR CONDITIONING 23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC X 230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING X 230518 ESCUTCHEONS FOR HVAC PIPING X 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT X I23 05 48.13 VIBRATION CONTROLS FOR HVAC X 230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT X 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC X 230713 DUCT INSULATION X 230719 HVAC PIPING INSULATION X 230923 DIRECT DIGITAL CONTROL (ddc) SYSTEM FOR HVAC X 232113 HYDRONIC PIPING X 232300 REFRIGERANT PIPING X 233113 METAL DUCTS X 233300 AIR DUCT ACCESSORIES X 233346 FLEXIBLE DUCTS X 233416 CENTRIGUGAL HVAC FANS X 233423 HVAC POWER VENTILATORS X 233533 LISTED KITCHEN VENTILATION SYSTEM EXHAUST X 233600 AIR TERMINAL UNITS X 233713 AIR DEVICES X I23 37 13.43 SECURITY REGISTERS AND GRILLES X I23 74 16.11 PACKAGED, ROOFTOP AIR-CONDITIONING UNITS X 23 81 26 SPLIT -SYSTEM AIR -CONDITIONERS X DIVISION 26 - ELECTRICAL 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL X I26 05 00.01 DIVISION COORDINATION X 260519 LOW VOLTAGE ELEC. POWER CONDUCTORS & CABLES X 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS X 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS X 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS X 260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL X 260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING X 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS X I26 05 73.13 SHORT-CIRCUIT STUDIES X I26 05 73.16 COORDINATION STUDIES X I26 05 73.19 ARC -FLASH HAZARD ANALYSIS X 260800 COMMISSIONING OF ELECTRICAL SYSTEMS X 262213 LOW -VOLTAGE DISTRIBUTION TRANSFORMERS X 262413 SWITCHBOARDS X 262416 PANELBOARDS X 262726 WIRING DEVICES X DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT H PROJECT SCHEDULE SC29 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Actwity ID Activity Name Ongimal I Start Duration IFinish Actual Work M Critical Remaining W.. I Remaining Work ** Milestone 20-Feb-23 Total Float 1�FM A M i A S N D i F MA I M i 1, 1 1210111112�j 0101112�310111212�oliIll2�0101112�(L 3101 11212�011111210101112�210111112�0111112I310111212�0111112�011I112I31011121210111112y0101112�3LOIJ112(2�OjlA 2, 0,[1)� 1 -24, C 11-Jo1-24, Milk GMPApproval Notice to Proceed ♦ Constriction Start ............ ----------------------------- --------- -------- --------- --------- --------- --------- --------- --------- -,IV Ra 'nwat ions omplete --------- -------- ------------------- ♦ Structure Complete ♦ Dry -In Date ♦ Envelope Complete ♦ 80% TDSHS Inspection ------------------- --------- ----------- --------- --------------------------- mmb� :Weather bays ♦ Tqo * Certificate of Oa * 100% JDSHS Ir ♦ Grauld Operur n n 9 ---------------- F -------- 1 -------------------- T --------- -------------------- T --------- --------- -------- ------------------- W Grading Permit Received) Building: Permit Reiview Issue for Permit Drawings Issued 110:!!o: OwnertoSubmi n-C ........ !w ................. me CFARev r r r r r 0 CFAPeITnftRecisvecI 13-Apr-23, PreConstnj4icm i i-Apr-24, l:onsrtnjction 10-0ct-23, $fteWork ------------------ --------- -------- --------•-------- Site Mobilization ------------------- ------- -- [:I Site ([ear & Grub :1 SWPPP Moisture Conditionitig IIIIIIIIIIIIIIIIm-D MassGrading I I I ---- --------- --------- --------- ------- ------- ------ ------- ------------------------ 1 --------- -------- ------------------ EM Waste Water Storm Water C= Domestic Wafer (Private) Dorriestic Wate r (Public): --- F -------- 1 -------------------- T ------------------------------- T --------- ------------------ ------------------------- elecom --------- -------- --------- I ---------- Natural Gas: 19-Od-23, Permanent Power 0 Seca ndary EleUric, Pull Wire Make 7arryinationq I-------------Pdma-�E--e-c--r-c-- -------- --------I- -- --------I- -------I- -------- --------I---------I-------- r ---------I-------- PINCOR Wire Pulls: 0 Excavake/ForrntPourGrade:Beams E] Void Forms & Backfill 0 Final Grading: I---------- --------- ---------- L -------- -------- ---------- L -------- t ---------- L --------- L -------- t --------- vapor Barrier. --------- -------- ---------- L -------- I SOGRebai&& Inserts: 10! SOG Poiiir#4 13 Set ONCOR Tran)sformer 0 Set Ge6erator ---------- I -------- -------- I --------- -------- --------- -------- -------- E] CMU Installation I ----------- I -------- ---------- I -------- Page 1 of 10 TASK filter: All Activities @ Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Activity Name I Onginal I Start I Finish I Total Float I I I uumnon I I I PP1130 i Install Door& Hardware I 2 13-W-23 16-Oct-23 184 '1 Foundations PP1140 I Paint CMU 5 13-W-23 19-0ct-23 181 53 27Jun-23 11Sep-23 21 ®®® F1000 Drill Piers 12 27-Jun-23 13Jul-23 .r 02-Aug-23 F1020 UG Plumbing 27Ju1-23 •F1010` Excavate/Form/Pour Grade Beams L26-Jul-23 F1030 UG ElecbipVTelemm 18Ju1-23 F1060 City Inspections 27Jul-23 0 7 3 15 16 F1090 Void Forms & Badd'ill 09-Aug-23 7 F1100 Final Grading 2 10-Aug-23 11-Aug-23 7 F1110 vapor Barrier 2 14-Aug-23 15-Aug-23 7 F1120 Slab Edge Forms 3 14-Aug-23 16-Aug-23 9 F1130 SOG Reber & Inserts 3 16-Aug-23 18-Aug-23 7 F1170 SOG#1 Pour Date 1 21-Aug-23 21-Aug-23 7 •F1040 UG ElectripVTelemm 10 19Jul-23 01-Aug-23 15 F1050 Excavate/Fom✓Pour Grade Beams 20 21Ju1-23 17-Aug-23 0 F1070 UG Plumbing 17 28Ju1-23 21-Aug-23 3 F1140 City Inspections 2 18-Aug-23 21-Aug-23 3 F1150 Void Forms & Badffill 5 18-Aug-23 24-Aug-23 0 F1190 Final Grading 2 25-Aug-23 28-Aug-23 0 F1200 Vapor Barter 2 29-Aug-23 30-Aug-23 0 F1210 Slab Edge Forms 3 29-Aug-23 31-Aug-23 j 2 F1240 SOG Reber & Inserts 3 31-Aug-23 05Sep-23 0 F1260 SOG #2 Pour Date 1 06Sep-23 06Sep-23 0 F1080 UG ElectricaVTeleeom 5 r 02-Aug-23 08-Aug-23 38 F1160 Excavate/Fom✓Pour Grade Beams 8 18-Aug-23 29-Aug-23 21 F1180 UG Plumbing 6 22-Aug-23 29-Aug-23 23 F1220 City Inspections 1 30-Aug-23 30-Aug-23 23 F1230 Void Fianna & Baddill 3 30-Aug-23 01Sep-23 21 F1250 Final Grading 1 05Sep-23 05Sep-23 21 F1270 Vapor Barrier 1 06Sep-23 06Sep-23 21 F1280 Slab Edge Forms 2 06Sep-23 07Sep-23 22 F1290 SOG Reber & Inserts 2 07Sep-23 08Sep-23 21 F1300 Struct EXTB1000 SOG#3 Pour Date 1 11Sep-23 70 07Sep-23 r: Wall Layout 2 08Sep-23 11Sep-23 21 18-Dec-23 11Sep-23 103 1 EXTB1010 Steel Erection 2 13Sep-23 14Sep-23 0 EXTB1020 Fire Proof Steel 3 15-Sep-23 19Sep-23 0 EXTB1030 Wall Framing 5 20Sep-23 26Sep-23 0 EXTB1040 Ederior Sheathing 4 27Sep-23 02-0d-23 54 EXTB1050 Wood Truss Install 5 27Sep-23 03-Oct-23 0 EXTB1060 Door Installation 2 27Sep-23 28Sep-23 58 EXTB1070 Exterior Wall Penetrations 2 03-W-23 04-Oct-23 54 EXTB1080 Parapet Walls & Plynood Roof Dedanc 5 04-W-23 11-Oct-23 0 EXTB1090 LAWB Install 5 05-Oct-23 12-0ct-23 54 F_XTB1100 MEP Roof Penetrations 2 12-Oct-23 13-0ct-23 0 20-Feb-23 F M A M J A S �C F M2A M J J A 2101111�21a11112lla1a1112I31�I11212lla111112lla1a11121131�I11212lla111112I010UI112�013101112I2l0I1I1I1yf2112I21011I1I2l0101112l 2aPOI2�I npoora � ware ❑ Paint CMU 11-Sep-23, Foundations: V" 13-Jul-23, Dea;p Foundations tions ------________________,_____________ _____I _________ _I ___ -- - - -*- - - - - - - - -I -- - - - - - - -I -- - - - - - - -*- - - - - - - - -I ----------I------------------I--------- Drill,Piers 11Sep-23, SOG Pours �1-Aug-23,; Pour#1 (iieg B & 6 MEMO Excavate/Form/Ppur Grade: Beams UG Plumbing --------;- ----------;- -M UG Electdcal/Telecom;'---------------- ,--------- ----;--------------------------------- --------- 1 City Inspections I❑ Void Forms & Bacldill 0 Finai Grading 0 Va{ior Barter: ------- ---------;- - ,---0 Sleb Edge Forms------------ ---------- -------------------------------------- --------- -;-- SQG Rebar& Inserts: BOG#1 Pour Date 06Sep-23, Pouf #2 (Seg A & D) O UG Eledrical?eleuom MEN= Excavate/Foam/Pour Grade Beams 0 UG Plumbing 0 Oity Inspections ■ Void Forms & Badcfill ■ i Final Grading ',--------`--------1---------'------------------- --------'------------------ -------- ------------------ I ------- -------1 Vapor -Barrier ;--------,I 6 Slab Edge Forms: r SOG kebar & ldserts I SOG #2 Pour Dhte 11Sep-23, Pour#3 (Seg E) --------:- ----------'- - ----U ---- •---rn'----------F'---------'---------I--------•--------------------------------- --------- - - �- - ❑ UG EfedricaVT4lecom � � � � I � - 0; Excavate/Fomn/Popr Grade Oeams ❑i UG Plumbing I; City Inspections Q Void Forms & Baoll ------- --------- ----------------------- Final Grading I VapogBarrier 0 Slab Edge Fords I S06Rebar&I6serts SOCK #3 Pour pate 'I -------^, --------I -------^, --------, Dec-23, Structure &Envelope I 14-Nov-23, Segment Bj 0 Wall Layout Steel Erection ■ Fire Proof Steel ------- ---------- ---------- ---------------------------*---------------------------*---------------------------------------------- ;_____■'; Wall Frarping 10 Extedoi Sheathino 0 Wood Tmss Install I' Door Installation 10 Exterior Wall Perietrations E Parapet Walls # Plywotid Roof DGdang p LAWB Install 1 MEP Roof Penetrations', Actual Work M Critical Remaining W.. Page 2 of 10 TASK filter: All Activities 0 Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C tivity ID EM1110 I Activity Name Roof Curbs Duman 1 Start 12-Oct-23 I Finish 12-Oct-23 Total Rost 1 EXTB1120 Flashing Install 4 13-Oct-23 18-Oct-23 54 EXTB1130 Roof Cover Board Install 4 16-Oct-23 19-Oct-23 0 EXTB1140 Window Installation 5 19-Oct-23 25-Oct-23 54 EXTB1150 Fiber Cement Board Install 4 19-Oct-23 24-Oct-23 137 EXTB1160 Iso Foam & TPO Roof Install 7 20-Oct-23 30-Oct-23 27 EXTB1170 Standing Seam Metal Roof Install 6 20-Oct-23 27-0W-23 134 EXTB1180 Brick Install 10 26-Oct-23 08-Nov-23 103 EXTB1190 Spray Insulation (Walls) 3 j 01-Nov-23 03-Nov-23 44 EXTB1200 Gutter/Scupper/Coping Cap Install 3 09-Nov-23 14-Nov-23 126 EXTC1000 Wall Layout 1107 p-23 I 07Sep-23 0 EXTC1010 Steel Erection 3 08Sep-23 12Sep-23 0 EXTC1020 Fire Proof Steel 2 13Sep-23 14Sep-23 2 EXTC1030 Wall Framing 8 15Sep-23 26Sep-23 2 EXTC1040 Exteror Sheathing 6 27Sep-23 04-Oct-23 49 EXTC1050 Wood Truss Install 5 27Sep-23 03-Oct-23 2 EXTC1060 Door Installation 2 27Sep-23 28Sep-23 55 EXTC1070 Parapet Walls & Plywood Roof Decknk 6 04-Oct-23 12-Oct-23 2 FJCrC1080 E)denor Wall Penetrations 2 05-Oct-23 06-Oct-23 49 EXTC1090 LAWB Install 8 10-Oct-23 19-Oct-23 49 EXTC1100 MEP Roof Penetrations 3 13-Oct-23 17-Oct-23 2 EXTC1110 Roof Curbs & Skylights 1 13-Oct-23 13-Oct-23 4 EXTC1120 Flashing Install 5 20-Oct-23 26-Oct-23 49 EXTC1130 Roof Cover Board Install 6 20-Oct-23 27-Oct-23 0 EXTC1140 Window Installation 7 27-Oct-23 06-Nov-23 49 EXTC1150 Fiber Cement Board Install 8 27-Oct-23 07-Nov-23 125 EXTC1160 Iso Foam & TPO Roof Install 8 30-Oct-23 08-Nov-23 124 EXTC1170 Standing Seam Metal Roof Install 8 30-Oct-23 08-Nov-23 124 EXTC1180 Brink Install 6 09-Nov-23 17-Nov-23 103 EXTC1190 Spray Insulation (Walls) 4 15-Nov-23 20-Nov-23 36 EXTC1200 Gutter/Scupper/Coping Cap Install 5 20-Nov-23 27-Nov-23 118 EXTD1000 I Wall Layout 2 12Sep-23 13Sep-23 1 6 EXTD1010 Steel Erection 3 15Sep-23 19Sep-23 5 EXTD1020 Fire Proof Steel 2 20Sep-23 21 Sep-23 5 EXTD1030 Wall Framing 8 27Sep-23 06-W-23 2 EXTD1040 Exterior Sheathing 6 10-Oct-23 17-Oct-23 48 EXTD1050 Wood Truss Install 5 10-Oct-23 16-Oct-23 2 EXTD1060 Door Installation 2 10-Oct-23 11-Oct-23 54 EXTD1070 Parapet Walls & Plywood Roof Decank 6 17-Oct-23 24-Oct-23 2 EXTD1080 Exterior Wall Penetration 2 18-Oct-23 19-Oct-23 48 EXTD1090 LAWB Install 8 20-Oct-23 31-Oct-23 48 EXTD1100 MEP Roof Penetrations 3 25-Oct-23 27-Oct-23 2 EXTD1110 Roof Curbs & Skylights 1 25-Oct-23 25-Oct-23 4 EXTD1120 Roof Cover Board Install 6 30-Oct-23 06-Nov-23 2 EXTD1130 Flashing Install 5 01-Nov-23 07-Nov-23 48 EXTD1140 Iso Foam & TPO Roof Install 8 07-Nov-23 17-Nov-23 118 EXTD1150 Standing Seam Metal Roof Install Window Installation Fiber Cement Board Install Brink Install 8 07-Nov-23 17-Nov-23 118 EXTD1160 7 08-Nov-23 17-Nov-23 48 EXTD1170 8 1 08-Nov-23 20-Nov-23 117 EXTD1180 6 20-Nov-23 28-Nov-23 103 20-Feb-23 I F M I A I M J I J I A S I C N D I d F M I A M J I d A 2IOI1I1I(2IOI1 11210101112 3IOI1I2I2 011I11210101112I(S O 1 2I2101 11112 010I 2I(2J011I1I21I0I11112 310111212 011I1I21I0I11112 3101112I21011I1I210I01112I3101112I2 O 1111� r 0 cuffs ❑ Flashing Install _---------;_ _____ ________ _________ ________ _--------- ,-------- _ ■ Roof Cover,Board Install ❑ (Window Installation: ❑ Fiber Cement Board Install pl Iso Foarjr & TPO Roof Install ❑ : Standing: Seam Metal Roof Irlstall 0 ----------------- -------- ------- ----- Brick lnstall Spray Insulation ',(Walls) ❑ Gutter/Scupper/Coping:Cap Install 27-Nov-z3, Segment C Wall Layout ---------` ---------'---------5--- ■ Steel Erectiori 1 Fro Proof Steel Wall Framing 10 Extedor Sheathing 0 Wood Tmss Install --------` ----------'- ------------------------------- ------------------------------------`--------- ------------------'------------------ -----4--------I-------4---------------1 Door Installation l iW Parapet Walls;& Plywood Roof Dbcwng 1 Extedpr Wall Penetratbns, O LQWB Install ❑ MEP Roof Penetrations ,___(_Roof Curbs -I ------is? --------- _-------- __ ,--------;--------- ________ _______ _ ________ ❑ :Flashing Install M Roof Cover Board Install En Window Installation Q FiberCement Board Install _---------;_ ---------------------- Install -------- p Iso Foam & TP6 Roof Iall Standing Sean] Metal Roof Install 0 Brick Install ❑ Spray Insulation (Walls) ❑ : Gutter/Scupper/Coping Cap Install --------- - --- --- e--------- -0---------------------------------------- - 05 - - - - ---- -0-23, Segment D ' 0 Wall Layout ❑ Steel Erecipn 1 Fire Proof Steel O Wall Framing ❑ E*enor Sheathing ❑ Wood Truss Install 1 Doof Installaton ❑ Parapet Vdalls & Plywood Roef Decdnc. 0 Exterior Wall Penetration --------i _-----------------------------------+---------------------------'---------_-------- b LAWB Install a MEP Roof Penetrations ;Roof Curbs & Skylights ❑ Roof Cover Board Install fl Flashing Install -----------------------------'- '--------i--------- Isp Foam & TPO Roof:Install O Standing Seam Metal Roof Install j O Mridow Installation Fiber Cement Board Install O Brick Install Actual Work M Critical Remaining W.. Page 3 of 10 TASK filter: All Activities 110=1 Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C ID I Activity Name EX-M1190 Gutter/Scupper/Coping Cap Install DOnginal uration I Start Finish Total Float 1 5 29�1ov-23 O5-Deo-23 112 EXID1200 Spray Insulation (Walls) 4 30�Jov-23 OS-Deo-23 33 EXTE1000 Wall Layout 21 18Sep-23 Il Mep-23 20 EXIE1010 Steel Erection 3 26Sep-23 28Sep-23 16 EXIE1020 Fire Proof Steel 2 29Sep-23 02-W-23 16 EXIE1030 Wall Framing 4 06-Od-23 12-0ct-23 13 EXIE1040 E)dedor Sheathing 3 13-Od-23 17-0ct-23 58 EXTE1050 Wood Truss Install 4 13-W-23 18-Oct-23 13 EXTE1060 Door Installation 1 13-W-23 13-Oct-23 62 EXTE1070 Exterior Wall Penetrations 2 18-W-23 19-Oct-23 58 EXIE1080 Parapet Walls & Plywood Roof DeddnS 4 19-Od-23 24-0ct-23 13 EXIE1090 LAWB Install 5 20-Od-23 26-0ct-23 58 EXIE1100 MEP Roof Penetrations 2 25-Od-23 26-0ct-23 13 EXIE1110 Roof Curbs 1 25-Od-23 25-0ct-23 14 EXTE1120 Flashing Install 4 27-W-23 01-Nov-23 58 EXTE1130 Window Installation 5 02-Nov-23 08-Nov-23 58 EXTE1140 Fiber Cement Board Install 4 02-Nov-23 07-Nov-23 127 EXTE1150 Roof Cover Board Install 4 07-Nov-23 13-Nov-23 6 EXIE1160 Iso Foam & TPO Roof Install 6 14-Nov-23 21-Nov-23 118 EXIE1170 Standing Seam Metal Roof Install 6 14-Nov-23 21-Nov-23 118 EXIE1180 Spray Insulation (Walls) 3 17-Nov-23 21-Nov-23 46 EXIE1190 Bride Install 5 29-Nov-23 05-Deo-23 103 EXTE1200 Gutter/Scupper/Coping Cap Install 3 06-Dec-23 08-Dec23 109 EXfA all1000 WLayout 2 14p-23 15Sep-23 15 EXfA1010 Steel Erection 4 2SeOSep-23 I 25Sep-23 13 EXfA1030 Wall Framing 51 29Sep-23 05-0ct-23 1 13 EXfA1040 Wood Truss Install 5 29Sep-23 05-W-23 25 EXfA1050 Exterior Sheathing 4 06-Od-23 12-0ct-23 73 EXfA1060 Parapet Walls & Plywood Roof Dedanc 5 06-W-23 13-Oct-23 25 EXfA1070 Door Installation 2 06-W-23 10-0ct-23 77 EXfA1080 Exterior Wall Penetrations 2 13-W-23 16-Oct-23 73 EXfA1090 MEP Roof Penetrations 2 16-Od-23 17-0ct-23 25 EXfA1100 Roof Curbs 1 16-Od-23 16-0ct-23 26 EXfA1110 LAWB Install 5 17-Od-23 23-0ct-23 73 EXfA1120 Spray Insulation (Walls) 3 18-Od-23 20-0ct-23 32 EXfA1130 Flashing Install 4 24-W-23 27-Oct-23 73 EXfA1140 Window Installation 6 30-W-23 06-Nov-23 73 EXfA1150 Fiber Cement Board Install 4 07-Nov-23 13-Nov-23 124 EXfA1160 Roof Cover Board Install 4 14-Nov-23 17-Nov-23 7 EXfA1170 Iso Foam & TPO Roof Install 7 20-Nov-23 29-Nov-23 113 IN EXfA1180 Standing Seam Metal Roof Install 6 20-Nov-23 28-Nov-23 114 oil EXfA1190 Bride Install 6 06-Deo-23 13-Deo-23 103 EXfA1200 Gutter/Scupper/Coping Cap Install 3 14-Deo-23 18-Deo-23 Interior Build -out 129 12-Oct-23 17-Apr-24 �� t. IN-1000 In -Wall - Electrical&Data 7 12-0c1-23 20-Oct-23 IN-1010 In -Wall -Plumbing 8 12-0ct-23 23-Oct-23 1 'B1030 103 37 34 36 INTB1020 Attic Dry Pipe 5 12-Od-23 18-0ct-23 10 INT In -Wall Bloddng 5 19-Od-23 25-0ct-23 34 20-Feb-23 F (I M I\ A M J J 1 A S C N D J F M A M I\ J II J A 1 210111112101111120101112kll)111212�0I1I112y01011121310111212�011111210101112�2101ill 2`� lijl1I23)0111220I`1I11I2� 1I1I2I31011121210111112101011121310111212�01llil� ❑ Gut[e Scupper • oping Cryp %nstall p Spray';lnsulation(Walls)';'; 08-Deo-23, Segment E 0 Wall Layout Steel Erection ------- --------- ------------- ---------- p Fire Pniof Steel ❑ Wad Framing ❑ Exterior Sheathing ❑ Wood Truss; Install I Door Install*n I Exterior Wall Penetrations ❑ Parapet Walls & PWemd Roof Decking ❑ jLAWB Install 0 : MEP Roof Penetrations :Roof Cures ----- -------- ------- -- -------- -------; ------- -------; ------- 1 ------; ------- El Flashing Install i❑ Window Installation ;❑ FiberCement board Install ❑ Roof Cover Board Install ❑ 1, o Foam $ TPO Rogf Install j ------- --------- ---------------------------------------- ❑ Standing Seam Metal Roof Install ❑ Spray Insulation (Wads) Brick Install 0 Gutter/ScuppegCoping Cap Install 1$-Dec23, $egment }+ ------- --------- ---------------------------------------------- Wall Layout: ■ Steel Erection 0! Fire Proof Steel in Wall Framing ❑ Wood Trusslnstbll _ - -------- -------- ------- -------,'-------,'-------,'--------- I ..--- ❑ Exterior Sheathing ❑ Parapet Walls & PV" Roof D'eddng ❑ Doot Installatidn p Exterior WalljPenetratgns 0 MEP Roof Penetration ---------------------------- Roof Curbs ❑ LAWB Install 0 Spray Insulation (Walls) ■ ; Flashing Install ■ Window Installation ❑ Fiber Cement Board Install ❑ Rpof Cover Board Install O Iso Foam & TPO Roof Instal ❑ Standing Seam Metal Roof Install E Brick Install -------,' -------,' -------,' -------I _______I ■ Gutter/Scupper/Coping Cap Instal ---------------- -------- ------- - -------- 1�-Apr-24, Interior Buiklout )8-1011ar-24, Segment B p Iri-Wall-E4drical&Data O In-W all - Plumbing --------; - -------a -I _______I _______r__❑ Attic Dry Pipe ❑ !In -Wall Blbckjng . Actual Work M Critical Remaining W.. Page 4 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C ActWy ID INTB1040 INTB1050 INTB1060 INTB1070 INTB1080 INTB1090 INTB1100 INTB1110 INTB1120 INTB1130 INTB1140 INTB1150 INTB1160 INTB1170 INTB1180 INTB1190 INTB1200 INTB1210 INTB1220 INTB1230 INTB1240 INTB1250 INTB1260 INTB1270 INTB1280 INTB1290 INTB1300 INTB1310 INTB1320 INTB1330 INTB1340 INTB1350 INTB1360 INTB1370 INTB1380 INTB1390 INTB1400 INTB1410 INTB1420 INTB1430 INTB1440 INTB1450 INTB1460 INTB1470 INTB1480 Actmty Name Drywall & Fire Tape Attic Swdchgear (Set & Build) OH Rough - Mechanical OH Rough - Electrical In -Wall Inspections Wall Insulation Hang Drywall OH Rough - Plumbing Dud Insulation Pull Electrical Wire OH Rough - Fire Sprinkler Piping Insulation LV & FA Cable Pulls Frame Hardlid Ceilings & Fundowns Startup Mach Equipment Layout MEP Drops @ Hardlids MEP Hardlid Inspections Conditioned Air Tape/Float/1st Coat Drywall Hang Hardlid Ceilings Install Ceiling Grid Tape/Float/lst Coat Ceilings MEP Ceiling Trim -out -ACT MEP Wall Trim -out MEP Trim -Cut - Hardlids Millwork Install Interior Glazing Install Wall Protection FM Hydro Test MEP OH Inspections Drop Ceiling Tiles Install Flooding Install Tile Flooring Doors & Hardware Install Plumbing Fixtures Install Wall Base Place Kitchen Equipment Pre -Clean - B Specialities Install Final Paint MEP Connections to Kitchen Equipmen Interior Signage Pre -Punch List Final Trade Inspections Work Off Pre -Punch Start 20-Oct-23 25-Oct-23 30-Oct-23 30-Oct-23 30-W-23 01-NOV-23 07-NOV-23 09-NOV-23 09-NOV-23 09-Jov-23 27-Jov-23 27-Jov-23 04-Dea23 11-0ec23 11-0ec23 13-Deo-23 14-Deo-23 14-Deo-23 15-Deo-23 15-0ec23 19-0ec23 19-0ec23 26-0ec23 27-Deo-23 27-Deo-23 27-Deo-23 27-Deo-23 02Jan-24 05Jan-24 05Jan-24 09Jan-24 19Jan-24 19Jan-24 30Jan-24 30Jan-24 30Jan-24 01-Feb-24 01-Feb-24 06-Feb-24 08-Feb-24 15-Feb-24 21-Feb-24 28-Feb-24 28-Feb-24 04-Mar-24 Finish 27-Oct-23 07-Nov-23 08-Nov-23 08-Nov-23 31-0ct-23 06-Nov-23 113-Nov-23 24-Nov-23 21-Nov-23 01-Dec23 05-Dec23 05-Deo-23 08-Deo-23 13-Deo-23 13-Deo-23 13-Dec23 14-Dec23 14-Dec23 26-Dec23 18-Deo-23 29-Deo-23 26-Deo-23 04Jan-24 04Jan-24 28-Dec-23 02Jan-24 29-Dec-23 16Jan-24 05Jan-24 08Jan-24 18Jan-24 29Jan-24 31 Jan-24 05-Feb-24 05-Feb-24 01-Feb-24 14-Feb-24 08-Feb-24 07-Feb-24 20-Feb-24 27-Feb-24 22-Feb-24 01-Mar-24 01-Mar-24 08-Mar-24 INTC1000 Attic Dry Pipe 5 13-Oct-23 19-Oct-23 INTC1010 In -Wall - Electrical&Data 10 25-Oct-23 07-Nov-23 INTC1020 In -Wall -Plumbing 8 25-Oct-23 03-Nov-23 INTC1030 Drywall & Fire Tape Attic 8 30-Dd-23 08-Nov-23 INTC1040 In-WallBlocking 6 014Nov-23 I08-Nov-23 INTC1050 OH Rough - Mechanical 90 09-Nov-23 124-Nov-23 20-Feb-23 Total Roat F M A M J J A S C N D J F M A M J J A 2IOI1I1 2I0I1I112 0I0I1I2 3IOI1I2I2 0I1I1I2 0I0I1I2 3IOI1I2I2 OI1 1I2 3 01I2I2 OI1I1I2 OI1I1I2 3IOI1I2I2IOI1I1I2 OIOI1I2 3IOI1I2I2 OI1I1I9 0I1I1I2 0IOI1 2 2IOI1I1 �Fire :Drywa/ape, c 27 Q Swffchgear (Set & Build) , 9 ----------'--------- M OH Rough - Mechanical — _________________ ---------- t- 26 _______ OH - a _; ou hg drical --------;---------: -E' 32 1 In -Wall Inspections 43 ❑ Walllnsrlation, 43 ❑ Hang Drywall 9 0 AH Rough -Plumbing '---------F 27 I--------`---------,--------'--------'---------'---------`--------'I L-------------------O ---'---------'--------'- '--------�---------I --------'--------- 0 Duct insulation --------'I `--------''I 26 O Pull Electrical Wird 9 ', E!3 OHRpugh-Fire;Spdnklor, , 18 Q Piping! Insulation: 9 : ❑ UV &IFACable Pulls -L--------�h--------------------------- --------- •--------- 9 --------- ,L-------- t-------- -`--------• s ---------`-------- 0 Frame Hardlio Ceilings Fundowa 21 0 Start-up Meth Equipment 24 1 Layout MEP drops @ Hardlids, 24 I MEP Hardlid Inspections 21 I Conditioned.4ir 21 ________-_ ________ E= Tape/Flo*1st Coat Drywall 24 0 Hang Hardlid Ceilings: 9 O', Install Oiling Grid:,, 24 ❑ Tape/Roatlist Coat Ceilings 9 C] MEP Ceiling Triut-ACT mo - - 56 `--------i------------------•---------.---------`----------'----------------- --------- -------- MEP Wall Trim -out 60 1: MEP Tim -Out - Hardlids 58 ', Millwodi Install 21 0! Intedor Glazing 39IC� Install Wall Protection 10 : I _ ,',1 FM Hom Test 9 0 MEP:OH Inspections 9 C7 Diop Ceiling Tiles, g C❑: Install Flooring 27 C� Install'Ole Flooring 35 ________, _______I Doors&Hardware Install: 33 ❑ Plumbing Fatures 37 d Install Wall Base, 28 r-1 Place Kitchen Equipment 59 0 PreCkean -B 33-------`--------1-----------------'--------1---------'---------'---------`--------,--------'--------'-O Specialities lns"l 33 Final Paint! 28 O; MEP Connections,to Kdcherq Equipment 39 0 Interior Sonage 28 0 Pre -Punch List 70----------------, j 0 Final Trade Inspections ;_____----' 28 : ❑ Work Off Pre -Punch may-Mar-24, Segment F 6 ■ Attic Dry Pipe 23 No In-Wall-Electrical&Data: 28 , :, ------------------------------------------------------------ ._ -------- : ��, In -Wall -Plumb idg 0 1 JO Drywpll & Fre tape Attic 26 ', q In-W211B1xJdno 6 OH Rough - Mechanical Actual Work M Critical Remaining W.. Page 5 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Adlrity ID Actmty Name INTC1060 OH Rough - Electrical INTC1070 In -Wall Inspections INTC1080 Wall Insulation INTC1090 Hang Drywall INTC1100 Pull Electrical Wire INTC1110 OH Rough - Plumbing INTC1120 Dud Insulation INTC1130 OH Rough - Fire Sprinkler INTC1140 Piping Insulation INTC1150 LV & FA Cable Pulls INTC1160 Frame Hardlid Ceilings & Fundowns INTC1170 Start-up Mach Equipment INTC1180 Layout MEP Drops @ Hardlids INTC1190 Conditioned Air INTC1200 Tape/Roat/1st Coat Drywall INTC1210 MEP Hardlid Inspections INTC1220 Hang Hardlid Ceilings INTC1230 Install Ceiling Grid INTC1240 Tape/Float/1st Coat Ceilings INTC1250 MEP Ceiling Trim -out -ACT INTC1260 MEP Wall Trim -out INTC1270 Interior Glazing INTC1280 Nurse Station Slat Install INTC1290 MEP Trim -Out - Hardlids INTC1300 Set Shower Pans INTC1310 FM HydroTest INTC1320 MEP OH Inspections INTC1330 Millwork Install INTC1340 Drop Ceiling Tiles INTC1350 Install Wall Protection INTC1360 Install Flooring INTC1370 Doors & Hardware Install INTC1380 Pre -Clean -C INTC1390 Plumbing Fixtures INTC1400 Install Wall Base INTC1410 Specialities Install INTC1420 Final Trade Inspections INTC1430 Final Paint INTC1440 Pre -Punch List INTC1450 Interior Signage INTC1460 Work Off Pre -Punch Start B 09-Nov-23 3 09-Nov-23 5 15-1ov-23 5 22-NOV-23 5 22-Nov-23 0 27-NOV-23 0 27-NOV-23 7 11-Deo-23 7 11-Deo-23 5 18-Deo-23 5 26-Deo-23 3 26-Dec-23 2 29-Dec-23 1 29-Dec-23 9 02Jan-24 1 03Jan-24 4 04Jan-24 5 08Jan-24 7 10Jan-24 5 16Jan-24 7 16Jan-24 5 16Jan-24 5 16Jan-24 4 22Jan-24 6 22Jan-24 1 23Jan-24 2 23Jan-24 B 23Jan-24 5 25Jan-24 0 26Jan-24 7 30Jan-24 5 08-Feb-24 6 08-Feb-24 5 09-Feb-24 4 09-Feb-24 5 16-Feb-24 5 16-Feb-24 0 26-Feb-24 3 11-Mar--24 3 11-Mar--24 5 14-Mar-24 Finish 1 21-Nov-23 1 14-Nov-23 1 21-Nov-23 1 29-Nov-23 13-Deo-23 08-Deo-23 08-Deo-23 19-Dec23 19-Dec23 22-Dec23 02Jan-24 28-Deo-23 02Jan-24 29-Deo-23 12Jan-24 03Jan-24 09Jan-24 12Jan-24 19Jan-24 22Jan-24 24Jan-24 22Jan-24 22Jan-24 25Jan-24 29Jan-24 23Jan-24 24Jan-24 01-Feb-24 31 Jan-24 08-Feb-24 07-Feb-24 14-Feb-24 15-Feb-24 15-Feb-24 14-Feb-24 23-Feb-24 23-Feb-24 08-Mar-24 1 13-Mar-24 1 13-Mar-24 20-Mar-24 INTD1000 Attic Dry Pipe 5 25-Oct-23 31-Oct-23 INTD1010 In -Wall -Plumbing 8 064Jov-23 16-Nov-23 INTD1020 In -Wall- Electrical&Data 10 084Jov-23 22-Nov-23 INTD1030 Drywall & Fire Tape Attic 8 09-Nov-23 21-Nov-23 INTD1040 In -Wall Blocking 6 16-Nov-23 24-Nov-23 INTD1050 OH Rough - Mechanical 10 27-Nov-23 08-Dec23 INTD1060 OH Rough - Electrical 27-Nov13 06-Doc23 8 INTD1070 In -Wall Inspections 27-Nov-23 29-Nov-23 3 INTD1080 Wall Insulation 5 30-Nov-23 06-Deo-23 INTD1090 Hang Drywall 5 07-Deo-23 13-Deo-23 20-Feb-23 Total Post F M A M J J A S C N D J F M A M J J A 21OI111 210111112 0101112 310111212 0111112 0101112 31OI11212 1I112 310f11212OI1I112 0I111I2 31011I2I21011I1120101112 31011I212 011111 0111112 0101112 210`1I11��Roug 21 :- a cal r-------'- - ---------'- - '---------'- 26 `--------'-----------------'---------`------ -------'------------------ -------- ------- ----- -- ❑ In-Walllnspebtions t 35 ❑ Wall Insulation 35', ❑: Hang Drywall 21 O Pull: Electrical Wire 9 0 OH 1Qough - Plumbing 24 _______� ______________� _______ ______ 0 Ductllnsulationl . 9 ❑ ON Rough +, Fire Sprigkler , 47 ■ Piping Insulation g l ■ CV & FACable Pulls: g 16 Frame Hardlid Ceilings & Fpffdowns j `-`-------- ----------------�I---------'--------�I- 14 _______� ---------------,--------- `-------- `-------- t-------- '--------- -------- _______ `_______________--------- I' Start-up Mach Equipment 9 0 Layout:MEP Drops @ Hardlids 14 f ConddioOd Air , 14 I� Tap6/Roat/1st Coat Drywall 9 ,1 MEP 1{ardlid Inspections , _______ _______ 9 ______ ______ ❑ Hano Hardlid Ceilings 36 ❑ Install Ceiling (Grid 9 O Tope/Float Ist Coat Ceilings 36 ❑ MEP Ceiling Trimout-ACT 41 O MEP Wall Tdm-out , 23 1 -------I -------� 1 -------I -------� 1 -------- .I 1 1 -------- � ❑ Ihtedor Glazing 14 ❑ Nurse Station Slat Install 40 ❑ ;MEP TdmiOut- Hardids 9 ❑ Set Shower Pans'. 37 I PM Hydro:'W - ` --------------------`- -------;----------I-------il -------�--------�I 36 ---------------�`------------------------------------i--------- �MEP OH-------- ns-------I 35 I I I I I I I O Millwork Install I, 36 b Drop Ceiling Tiles, 20 O Install Wall Protection g E3 Install Flooring 26 , , _______�, _______, ______, ______, ❑ Doors& Hardware Install - 54 ❑ PreLloan -C 20 ■ Plumbing Fuitures 26 ■ Install Wall Base 20 ■ }Specialities Install j .--------- 75 .-------- .-------- '---------- .-------- .---------- .-------- .-------- . _______._-------- ■ 'Final Tmd✓? Insp ectidns 20 FinaIIPaint 20 E Pre -Punch List 25 0 Inta'rior SignaE0e 20 ❑ Work Off Pie -Punch j ______________, ______.I ______ - __03-Apf24. Segnient D 6 1 10 Attic Dry Pipe 28 1= In -Wall -Plumbing 23 0 Ip-Wall-Electrical&pata, 0 = Drywall & Fire Tape Attic _ __________________- - 23 _______;_--- 0 :'--------- ;________;_ ,________;_________;_ ---------- ;________ In-Wall-Iocl4ng 6 E�:] OH 12ough - Mechanical ', 18 O OH Rough - Elebtncal 23 0: In-Walllpspectiong, 32 _ ________,' _ _______�_ _ p Walllhsulation ________-_ ________;_________;________ -------- , _________ ________ ______', 32 ,I-------- ■ Hang Drywall' I I I I �Actual Work M Critical Remaining W.. Page 6 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C ActWy ID INTD1100 INTD1110 INTD1120 INTD1130 INTD1140 INTD1150 INTD1160 INTD1170 INTD1180 INTD1190 INTD1200 INTD1210 INTD1220 INTD1230 INTD1240 INTD1250 INTD1260 INTD1270 INTD1280 INTD1290 INTD1300 INTD1310 INTD1320 INTD1330 INTD1340 INTD1350 INTD1360 INTD1370 INTD1380 INTD1390 INTD1400 INTD1410 INTD1420 INTD1430 INTD1440 INTD1450 INTD1460 Actmty Name Pull Electrical Wire OH Rough - Plumbing Dud Insulation OH Rough - Fire Sprinkler Piping Insulation LV & FA Cable Pulls Frame Hardlid Ceilings & Fundowns Startup Mach Equipment Layout MEP Drops @ Hardlids Conditioned Air Tape/Float/1st Coat Drywall MEP Hardlid Inspections Hang Hardlid Ceilings Install Ceiling Grid Tape/Float/1st Coat Ceilings MEP Ceiling Trim -out -ACT MEP Wall Trim -out Interior Glazing MEP Trim -Out - Hardlids Set Shower Pans Nurse Station Slat Install FM Hydro Test MEP OH Inspections Drop Ceiling Tiles Install Wall Protection Millwork Install Install Flooring Doors & Hardware Install Pre -Clean - D Plumbing Fixtures Install Wall Base Specialities Install Final Trade Inspections Final Paint Pre -Punch List Interior Signage Work Off Pre -Punch Start 5 07Dec23 0 11-0eo-23 0 11-0eo-23 7 26-0eo-23 7 26-0eo23 5 03Jan-24 5 10Jan-24 3 10Jan-24 2 16Jan-24 1 16Jan-24 9 17Jan-24 1 18Jan-24 4 19Jan-24 5 23Jan-24 7 25Jan-24 5 30Jan-24 7 30Jan-24 5 30Jan-24 4 05-Feb-24 6 05-Feb-24 5 05-Feb-24 1 06-Feb-24 2 06-Feb-24 5 08-Feb-24 0 09-Feb-24 8 12-Feb-24 7 13-Feb-24 5 23Feb-24 6 23Feb-24 5 26-Feb-24 4 26-Feb-24 5 04-Mar-24 5 04-Mar-24 0 11-Mar-24 3 25-Mar-24 3 25-Mar-24 5 28-Mar-24 Finish 28-Dec23 22-Dec23 22-Dec23 04Jan-24 04Jan-24 09Jan-24 17Jan-24 12Jan-24 17Jan-24 16Jan-24 29Jan-24 18,Ian-24 24Jan-24 29Jan-24 02-Feb-24 05-Feb-24 07-Feb-24 05-Feb-24 08-Feb-24 12-Feb-24 09-Feb-24 06-Feb-24 07-Feb-24 14-Feb-24 23-Feb-24 22-Feb-24 22-Feb-24 29-Feb-24 01-Mar-24 01-Mar-24 29-Feb-24 08-Mar-24 08-Mar-24 22-Mar-24 27-Mar-24 27-Mar-24 03-Apr-24 INTE1000 Attic Dry Pipe 5 25-W-23 31-Oct-23 INTE1010 In -Wall - Plumbing 5 31-W-23 06-Nov-23 INTE1020 In -Wall - Electrical&Data 02-Nov-23 13-Nov-23 7 INTE1030 In -Wall Blocking 094Nov-23 14-Nov-23 3 INTE1040 In -Wall Inspections 15-Nov-23 16-Nov-23 2 INTE1050 Wall Insulation 17-Nov-23 24-Nov-23 5 INTE1060 Drywall & Fire Tape Attic 5 22-Nov-23 29-Nov-23 INTE1070 Hang Drywall 5 27-Nov-23 01-Deo-23 INTE1080 OH Rough - Mechanical 7 19-0eo-23 28-Dec23 INTE1090 OH Rough - Electrical 8 20-Deo23 02Jan-24 INTE1100 OH Rough - Plumbing 7 29-Deo23 09Jan-Jan INTE1110 Duct Insulation 29-0eo23 10Jan-24 8 INTE1120 Pull Electrical Wire 10 03Jan-24 17,Ian-24 INTE1130 OH Rough - Fire Sprinkler 6 10Jan-24 18Jan-24 20-Feb-23 Total Fioat F M A M J J A S C N D J F M A M J J A 2I0 I1I1 2IOI1I1I2 OIOIII2 3IOI1I2I2 OI1I1�2 OIOIII2 3I0 I1I2I2 OI1I1I2 OIOIII2 210111112OI1I1I2 3I0 1 2 2 0 1 1 2 OI1I1I2 3IOI1I2I2IOI1I1I2 OIOI1I2 3IOI1I2I2 OI1I1I� 18 0', Pu Ie ca i2j 6 O OH Rough; - Plumbidg 21 O Duct Insulation 6 ( OH Rough - Ro Sprinkler', 37 O Piping Ilnsulatior4 6 ❑ LV&:FA Cable: Pulls 6 ❑ Frame Hardlkl Ceilings & Fundotvns 11 0 StarMup M" Equipment 6 0 Layout MEp Drops @', Hardlids _________-_ - •________ :- •_________________--- ______'__________________ ________ _________ ________ 11 ----1-------I -----I ------ ---- --- I Ctlndidoned:Air 11 Cam! Tape/Flgatll st Coat Drywall: 6 I MEP Hardli Inspections 6 1 ❑ Hang Hagllid Ceilings 26 ❑: Install Ceiling Grid --------1--------'I------------------:--------'--------1---------:....----:--------.,... ------------------:- ---------:-------- 6 ---------I---------'---------I- C7 Tape/Float/1 at Cbat Ceilings 26 ❑ MEP�eiling Tmjiout-A& 31 Q MEP:Wall Tdm;out 11 ❑ Interior Glazing 30 j 0 MEPTrim-0ut=Hardlids: 6 1_ -------- ________ -I________�,_________________I ❑ SeC ShowerP_________________:_ --------- ____----'I Pans ___----'I 7 : ❑ Nurse Station $let Install: 27 : 1 FM Hydro Test 26 0 MEP:OH Inspections 26 ❑ DrgpCeiling ,7ias 10-------'-------'-------'-------'------I------I C� :Install Wall Protection 21 Millwork Install g Install Flooring -----------------•- --------:---------:------ ---- ----- ---- ----- .... Hardware Install 10 ❑ Plumbidg Fixtures 16 Q Install Wall Base 10 ❑ Specialties Install 65 ❑ Final Trade Inspections 10 C� Final Paint: 10 ______' _ _ I 0 I Pre-Punfi List I I 15 0 Interior Slgnage j 10 [] Work Off Pre-Puhch 17-Apr-24, Segment Q 7!: Attic Dry' Pipe ---------, ------------------- -----_ p ..ln-W III-PlumbiT---------;---;- ,--------;---------' -------_-;--------- a rs C� In-Wall-Ek:drical&Data ::!.. 40 ❑ In-4VallBbddng 40 0 In•Wall Inspections 44 ❑ Wall Insulation 0------_,--------'---------------------------'---------;------------------- ,�-------- Drywall -----------------;- ,-----------------' -------_-;--------- Fire Tapq Attic------- ,--------j 44 ❑ Hang Drywall I 0 i OH Rough - Mechanical 10 no OH Rough - Eleotrcal 0 OH Rough - Plumbing '________',, ________I _______`,, ________', '________I 14 t= Duct;Insulatioq 10 PJII Electrical W ire 0 M OH Rough' Fire Sprinkler �l Actual Work M Critical Remaining W.. Page 7 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C ActWy ID INTE1140 INTE1150 INTE1160 INTE1170 INTE1180 INTE1190 INTE1200 INTE1210 INTE1220 INTE1230 INTE1240 INTE1250 INTE1260 INTE1270 INTE1280 INTE1290 INTE1300 INTE1310 INTE1320 INTE1330 INTE1340 INTE1350 INTE1360 INTE1370 INTE1380 INTE1390 INTE1400 INTE1410 INTE1420 INTE1430 INTE1440 INTE1450 INTE1460 Actmty Name Piping Insulation UV & FA Cable Pulls Frame Hardlid Ceilings & Fundowns Start-up Mach Equipment Layout MEP Drops @ Hardlids Conditioned Air Tape/Roat/1st Coat Drywall MEP Hardlid Inspections Hang Hardlid Ceilings Install Ceiling Grid Tape/Floatl1st Coat Ceilings MEP Ceiling Tim -out -ACT MEP Wall Trim -out Interior Glazing FM Hydro Test MEP OH Inspections MEP Trim -Out - Hardlids Set Shower Pans Nurse Station Slat Install Drop Ceiling Tiles Install Wall Protection Millwork Install Install Flooring Doors & Hardware Install Pre -Clean - E Plumbing Futures Install Wall Base Specialities Install Final Trade Inspections Final Paint Pre -Punch List Intedor Signage Work Off Pre -Punch Start 10Jan-24 18Jan-24 25Jan-24 25Jan-24 30Jan-24 30Jan-24 31Jan-24 01-Feb-24 02-Feb-24 06-Feb-24 08-Feb-24 09-Feb-24 09-Feb-24 09-Feb-24 16-Feb-24 16-Feb-24 20-Feb-24 20-Feb-24 20-Feb-24 21-Feb-24 26-Feb-24 27-Feb-24 28-Feb-24 06-Mar-24 06-Mar-24 11-Mar-24 11-Mar-24 18-Mar-24 18-Mar-24 Finish 18Jan-24 24Jan-24 31 Jan-24 29Jan-24 31 Jan-24 30Jan-24 08-Feb-24 01-Feb-24 07-Feb-24 08-Feb-24 16-Feb-24 15-Feb-24 20-Feb-24 15-Feb-24 16-Feb-24 20-Feb-24 23-Feb-24 27-Feb-24 26-Feb-24 27-Feb-24 08-Mar-24 04-Mar-24 05-Mar-24 112-Mar-24 113-Mar-24 115-Mar-24 114-Mar-24 22-Mar-24 22-Mar-24 25-Mar-24 05-Apr-24 08-Apr-24 10-Apr-24 08-Apr-24 10-Apr-24 11-Apr-24 1 17-Apr-24 INTA1000 Attic Dry Pipe 5 16-W-23 I20-W-23 INTA1010 In -Wall - Electrical&Data 23-W-23 01-Nov-23 8 INTA1020 In -Wall - Plumbing 5 24-W-23 30-W-23 INTA1030 In -Wall Blocking 4 30-W-23 02-Nov-23 INTA1040 In -Wall Inspections 3 03-Nov-23 07-Nov-23 INTA1050 Wall Insulation 5 08-Nov-23 15-Nov-23 INTA1060 Hang Drywall 16-Nov-23 22-Nov-23 5 INTA1070 Drywall & Fire Tape Attic 304Nov-23 07-Dec23 6 INTA1080 OH Rough - Mechanical 08-Dea23 18-Deo-23 7 INTA1090 OH Rough - Electrical 08-0ec23 19-Deo-23 8 INTA1100 OH Rough - Plumbing 6 19-0ec23 27-Deo-23 INTA1110 Dud Insulation 7 19-0ec23 28-Deo-23 INTA1120 Pull Electrical Wire 10 20-Deo-23 04Jan-24 INTA1130 OH Rough - Fire Sprinkler 7 28-Deo-23 08Jan-Jan INTA1140 Piping Insulation 28-Deo-23 O5,Ian-24 6 INTA1150 UV & FA Cable Pulls 05Jan-24 Ill Jan-24 5 INTA1160 Frame Hardlid Ceilings & Furrdowns 5 12Jan-24 19Jan-24 INTA1170 Start-up Mach Equipment 3 12Jan-24 17Jan-24 20-Feb-23 Total Float F M A M J J A S C N D J F M A M J J A 2IOI1I1 2I0I1I1I2 0I0I1I2 3IOI1I2I2 0I1I1I2 0I0I1I2 3IOI1I2I2 0I1I1I2 0IOI1I2 2IOI1I1I2 0I1I1I2 3IOI1I2 2 OI1 1I2 OI1I1I2 3IOI1I2I2IOI1I1I2 OIOI1I2 3IOI1I2I2 0I1I1I� /an 30 0 ipmg nsul p ■ LV & FA Gable Pulls ------------------ 0 --------,------------------------------------------�a - ------- -------- ■ Frame Hadlid Ceilings & F9rrdowns 5 ❑; Start-up:Meth Equipment 0 1 I Layout MEP Drops @ Hardlids 5 II Conditioned Air, 5 O Tape/Floattlst Coat Drywall ;_ 0________;________-- - ---------,- --------, MEP Hr---- Ins T------------------- _______------------ pedions -------,� p :■ Hang Hardlid Ceilings, 18 0 Install Ceiling Grid pM Tape/Float/1'st Coat Ceilings 18 '----------- ❑ MEP Ceiling,Trimout-;ACT — _----- - - - -;_ - ,- 23 - - - - - -- - _------------------1- ,------------ -- - ------ _-------------------- - - - - ---------- MEP Wall Trim -out 5 ❑ Interior Glazing, 19 I FM Hydro TAst 18 ❑ MEP OH Inspections,: 20 0 MEP Tdm:Out- Harillids -I-------- 01 ------------------ ,--------',,--------------------------------- --------',--------------------------------------�; Set---- --------- _______ --------- --------- Shower Pans ,,� 4 ❑ : Nurse Station Slat Install 18 ❑; Drop Ceiling Tiles 0 Install Wall Pro{ection 14 ❑ Millwodc Install ;_ _ , , 3 ,,________---------- ;-------- --------- I___----- O -------lT________;--------- _________;________ Iooring 8 ❑ Doors & Hardware Install 36 ❑ Pre:Clean - E: p ■ Plumbing Rx(uras 16 0 Instal Wall B9se -I -I _________ - _________;_�_-----------------1- 0 ,--------- - - - - - - - - - - -- - ------------- - - - - ---- - - - - -- ■ Specialities Install 55 ■ Final Trade Inspections 0 Final Paint 0 1 Pre -punch List:', 5 ----------- ------------ --------- _______,, _______,, _______,,-------,, p Intedor Signage ------------------- ------------------------------ -- -- - - -- ------------------ ------I ------I 0 I ; ; ; ; ; ; I ■ Wprk 01 P2-Punch 1 f u94r-24, Segment A 26 EJ Attic Dry Pipe 40 4 In -Wall, Electrical & Data 45 ❑: In -Wall 'Plumbing _________--------- _--------- 59 ________,, I-Wll .---_____ -------- na:Blocking 59 :❑ In -Wall lnspedibns 63 ❑ Wnll Insulation 63 ❑ Hang Drywall 0 ■ Drywall & Fire Tape Attic �,, �,, ----------------------------------------------_-------- �,, H Rough Mechanical 10 O OH Rough : Electrical 15 O OH Rough - Plumping 32 O, Dud Insulation, 31 O Pull Electrical W ile 15,_ __________, __�OH Bough -File SpdnkleT_____;___________._-------- r _ 27 Q Pipingllnsulatbd 15 ❑ LV & FACable Pulls 15 ❑ Frame Hardlid Ceilings & Funddwns 26 ❑ Start-up Meth Equipment Actual Work M Critical Remaining W.. Page 8 of 10 TASK filter: All Activities O Remaining Work ♦♦ Milestone I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 20-Feb-23 Activity Name Original Start Finish Total Roat F M A M J J A S C N D J F M A M J J A Duration 2O112O11I2I OIOIII23O122O 1I1I 2I OIOIII23O 1I22)O 1I1I2 OIOIII22O 112JO 1I1I23I OI1J2I2Off 1I2�O 1I1I23�O 111111 INTA1180 Layout MEP Drops @ Hardlids 2 18Jan-24 19Jan-24 26 Q LL41you(Nf(=Props arcjlids INTA1190 Conditioned Air 1 18Jan-24 18Jan-24 26 I Cbnditioned Air INTA1200 Tape/Float/lst Coat Drywall 9 19.1an-24 31-Jan-24 26 O Tape/FlpaVlst Coat Drywall INTA1210 MEP Hardlid Inspections 1 22.1an-24 22Jan-24 26 1 MEP Haoid Inspections INTA1220 Hang Hardlid Ceilings 3 23Jan-24 25Jan-24 26 0 .Hang Hardlid Ceilings INTA1230 Install Ceiling Grid 725Jan-24 02-Feb-24 15----------------------------- ;------------------ }'--------- I -------- --------- -------- y'_______O__Install GeilingG{_------- ;--------- ; ------- __-------- INTA1240 Install Wood Ceiling in Lobby 8 25Jan-24 05-Feb-24 24 O Install Wood Coiling in Lobby INTA1250 Tape/FloaUlst Coat Ceilings 7 26.1an-24 05-Feb-24 26 O Tape/Fbat/lst Goat Ceilings INTA1260 MEP Wall Trim -out 7 01-Feb-24 09-Feb-24 31 MEp Wall Thm.out INTA1270 Millwork Install 10 01-Feb-24 14-Feb-24 28 » Miliwork Install INTA1280 InteriorGlazing 3 01-Feb-24 05-Feb-24 26 fl Interor Glazin INTA1290 MEP Ceiling Trim -out -ACT 5 05-Feb-24 09-Feb-24 15 ❑ MER Ceiling Trim -out -ACT INTA1300 MEP Trim -Out - Hardlids 4 06-Feb-24 09-Feb-24 31 0 MEP• Trim-Outr Hardkids: INTA1310 Install Wall Protection 3 06-Feb-24 08-Feb-24 27 j 0 Install Wall Protection INTA1320 Install Tile Flooring 6 06-Feb-24 13-Feb-24 24 C7 Install Tile Fkkxing 112-Feb-24 12-Feb-24 -----_---------------------------------------------------------------------------- --- drokiINTA1330 FM HydroTst M INTA1340 MEP OH Inspections 2 12-Feb-24 13-Feb-24 15 1 MEP OH Inspections INTA1350 Drop Ceiling Tiles 5 14-Feb-24 21-Feb-24 15 ■ Drop Ceiling Tiles INTA1360 Install Flooring 4 06-Mar-24 11-Mar-24 6 j ❑ Install Floonng: INTA1370 Specialities Install 5 12-Mar-24 18-Mar-24 6 ❑ Specialities Install INTA1380 Doors & Hardware Install 5 12-Mar-24 18-Mar-24 6 j ❑ Dpors& Hardware Install INTA1390 Plumbing Fixtures 5 12-Mar-24 18-Mar-24 6 ❑ Plumbing Fiktures INTA1400 Install Wall Base 4 12-Mar-24 15-Mar-24 7 0 Install Wall Base INTA1410 Pre -Clean -A 6 12-Mar-24 19-Mar-24 32 ❑ Pare -clean -;A INTA1420 Final Paint 8 19-Mar-24 28-Mar-24 6 C7 Final Paint INTA1430 Final Trade Inspections 5 19-Mar-24 25-Mar-24 54 O Final Trade Inspectons INTA1440 Pre -Punch List 3 29-Mar-24 02-Apr-24 6 * Pre-Pufich List INTA1450 Interior Signage 3 29-Mar--24 02-Apr-24 11 0 Interior•Signage INTA1460 Work Off Pre -Punch 5 03-Apr-24 09-Apr-24 6 Work Off Preunch Site Improvements 116 14Ju1-23 29-Deo-23 103 �a 1eo-23, Site lnr'pmvemedts A5130 Exterior Fencing 8 29-01ov-23 08-Dec 117--------j------------------*--------- ,---------, [] Exte `-------: -`--------` T-------- ---------' ---------`-------- ----- nor Fenang ,--------,, A1400 Exterior Signage 8 19-Deo-23 29-Dec23 103 C❑' 6dedor Signage t:E EEryfr:$ 06-OCt-23, Harctsrapes &Lightng A2650 Site Lighting UG Rough 15 14Ju1-23 03-Aug-23;14 C� Site LiPubing UGIRough Pad Paving A2640 Parking Lot Paving 20 01 Sep-23 29Sep-23 ------ ------ ---- A2630 Loop Road Paving 20 04-Aug-23 31-Aug-23 Lip R, Parking Lot Paving h A2680 Striping 5 02-Oct-23 06-Oct-23 El Striping O6-Nov-23, Landscaping A2660 Irrigation 10 02-W-23 16-Oct-23 'C� Irrigation A2670 Landscaping 15 17-Oct-23 06-Nov-23 O Landscaping — - - ,________ - 03Jul-24 - Commissioning/Start-Up/Inspections �3Jul-zd, com A2690 80%-TDSHS Inspection 0 16Jan-24 124 ♦80%-TDSHS Inspection A5200 Point to Point Controls - Segment B 6 09-Feb-24 16-Feb-24 59 ■ Point to Point Controls - Segment B A2740 Point to Point Controls - Segment C 6 16-Feb-24 26-Feb-24 54 O j Point to Point Condors - Segment C A5180 Point to Point Controls - Segment D 6 04-Mar-24 11-Mar-24 44 : ❑ Point to Point Controls - Segment D A5210 Point to Point Controls-SegmentE 6 14-Mar-24 21-Mar-24 36------------------------'---------*------------------r--------------------------*----------------------O--Point to Point Controls - Segment E --------------- A5190 Point to Point Controls - Segment A 6 20-Mar-24 27-Mar-24 32 0 Point to Point Controls - Segiiiant A A2720 Preliminary TAB Report 10 28-Mar-24 10-Apr-24 32 PreliminaryTAb Report A2730 Final TAB Report 10 11-Apr-24 24-Apr-24 32 :Final TAB i2epoit A2770 Final Clean 4 18-Apr-24 23-Apr-24 0 ■ Final Clean - A2750 Fire Alarm Pre -Testing 8 24-Apr-24 03-May-24 0 : ___________ I ________}'' 06 Fire Alarm Pre-Te----------------- $ling A2810 Health Inspection - Kitchen 5 24-Apr-24 30-Apr-24 43 Q Health lInspection Kitchen Actual Work M Critical Remaining W.. Page 9 of 10 TASK filter: All Activities Remaining Work ♦♦ Milestone I © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C tivity ID A2830 I Activity Name Owner Punch List DOnginal uration 30 Start 24-Apr-24 I Finish 05Jun-24 Total Post 24 A2760 Fie Marshal Inspections 5 06-lvlay-24 10-May-24 0 A2790 TCO 5 13-lvlay-24 17-May-24 20 A2820 Commissioning -3rd Party Agent 10 13-lvlay-24 24-May-24 31 A2840 Owner Furniture 10 20-May-24 03Jun-24 26 A2800 COO 5 26Jun-24 02Jul-24 0 A2700 100%-TDSHS Inspection 1 03Ju1-24 03Jul-24 0 Actual Work M Critical Remaining W... 0 Remaining Work ♦♦ Milestone 20-Feb-23 �F M A M J J A S C N D J F M A M l J J A 2101111�210111112y0101112I310111212�011I112y0101112�310111212�011111210101112�210111112�0111112I310111212�0111112�011 11121310111212101111121010/I 112(3J/I01,JTIJ2�011111� 0 (7wner unch Ligt ■ Fire Marshal Inspections: ❑ TCO ________- - - _________`_-------- '__________-------- '--------- _----- '_______________________------- ___________ -4--------I -----4--------I ----I ! O Pommissioning-3rd PartyAg owner' Furniture: NJ COO 100 % : TDSHS I Page 10 of 10 TASK filter: All Activities © Oracle Corporation DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT I ADDENDUM TO SUBCONTRACT FOR TEXAS PROJECTS In the event the Project for which this Subcontract is being entered is located in Texas, Subcontractor's obligations under the Subcontract shall include the following revisions to the Subcontract which shall be made part of the Subcontract as if fully set forth therein. 1. Article 9(d) of the Subcontract is replaced with the following: (d) INDEMNIFICATION. (d)(1) TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR EXPRESSLY AGREES TO DEFEND (AT SUBCONTRACTOR'S EXPENSE AND WITH COUNSEL ACCEPTABLE TO CONTRACTOR), INDEMNIFY, AND SAVE AND HOLD HARMLESS CONTRACTOR, AND IF REQUIRED BY THE PRIME CONTRACT, THE OWNER, THE ARCHITECT/ENGINEER AND THE OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, SUCCESSORS, ASSIGNS, SUBCONTRACTORS, OR SUPPLIERS OF ANY OF THEM (COLLECTIVELY, THE "INDEMNIFIED PARTY(IES)"), FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES, CAUSES OF ACTION, DAMAGES, LIABILITIES, AND EXPENSES OF ANY KIND WHATSOEVER, INCLUDING, WITHOUT LIMITATION, ALL EXPENSES OF LITIGATION AND/OR ARBITRATION (AS THE CASE MAY BE), COURT COSTS, ATTORNEYS' FEES AND EXPENSES, FEES AND EXPENSES OF EXPERTS AND CONSULTANTS, ARBITRATOR'S FEES AND ARBITRATION ADMINISTRATIVE FEES (COLLECTIVELY "LOSSES"), ARISING OUT OF OR IN CONNECTION WITH, OR ALLEGED TO ARISE OUT OF OR IN CONNECTION WITH, INJURIES TO OR THE DEATH OF ANY PERSON WHOMSOEVER, CLAIMS FOR DAMAGES FROM ANY THIRD PARTY, OR ANY AND ALL DAMAGES TO PROPERTY (INCLUDING THE LOSS OF USE THEREOF), REGARDLESS OF POSSESSION OR OWNERSHIP, TO THE EXTENT ARISING OUT OF, RESULTING FROM, OR ATTRIBUTABLE TO 1) THE VIOLATION OF ANY ORDINANCE, REGULATION, STATUTE OR OTHER APPLICABLE LAW BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR (OR ANY OF THEIR EMPLOYEES) OF ANY TIER AND/OR (2) BODILY INJURY OR DEATH OF ANY PERSON, OR PROPERTY DAMAGE, INCLUDING LOSS OF USE OF PROPERTY, ANY OF WHICH ARISE OR ARE ALLEGED TO ARISE OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT OR SUBCONTRACTOR'S PERFORMANCE OF THE WORK OR OTHER ACTIVITIES OF SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR, OF ANY TIER, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY ANY ACT OR OMISSION OF SUBCONTRACTOR, ITS SUB - SUBCONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR OR ANYONE FOR WHOSE ACTS SUBCONTRACTOR MAY BE LIABLE PROVIDED THAT SUBCONTRACTOR SHALL NOT BE REQUIRED TO INDEMNIFY OR DEFEND AN INDEMNIFIED PARTY TO THE EXTENT SUCH LOSS ARISES FROM ITS OWN NEGLIGENCE EXCEPT AS PROVIDED IN PARAGRAPH'S (d)(2) AND (d)(3). (d)(2) INDEMNITY — EMPLOYEE INJURY CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH (d)(1) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES , ARISING OUT OF, RESULTING FROM OR ATTRIBUTABLE TO ANY CLAIM OF BODILY INJURY, SICKNESS, DISEASE OR DEATH OF ANY EMPLOYEE OF SUBCONTRACTOR, ANY SUB -SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY OF ITS SUB -SUBCONTRACTORS, BROUGHT BY SUCH INJURED EMPLOYEE, SAID EMPLOYEE'S SPOUSE OR FAMILY, OR THE EMPLOYEE'S WORKERS COMPENSATION INSURANCE CARRIER (HEREINAFTER REFERRED TO AS AN "EMPLOYEE INJURY CLAIM"), EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF AN INDEMNIFIED PARTY, IT BEING THE EXPRESSED INTENT OF THE CONTRACTOR AND SUBCONTRACTOR THAT, IN SUCH EVENT, THE SUBCONTRACTOR WILL INDEMNIFY, HOLD HARMLESS AND DEFEND THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, WHETHER IT IS ALLEGED TO BE THE SOLE OR CONCURRING CAUSE OF THE BODILY INJURY, SICKNESS, DISEASE OR DEATH OF THE EMPLOYEE. In claims against any person or entity indemnified under this Paragraph (d)(2) by an employee of the Subcontractor or by such employee's spouse or family, a Sub - subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under this Paragraph (d)(2) will not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Subcontractor or a Sub -subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts and shall extend to and include any actions brought by or in the name of any employee of Subcontractor or of any third party to whom Subcontractor may sublet a part of the Work. This liability shall be enforceable SC30 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C against Subcontractor whether Contractor's damage, loss or expense is established by judgment or arbitration or settlement and whether or not Subcontractor participated in such litigation or arbitration or settlement. (d)(3) INDEMNITY — COPYRIGHT INFRINGEMENT CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH'S (d)(1) AND (d)(2) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES ARISING OUT OF OR RELATING TO ANY CLAIM AGAINST OWNER OR INDEMNITEES ASSERTING INFRINGEMENT OR ALLEGED INFRINGEMENT OF A PATENT, TRADEMARK, COPYRIGHT OR OTHER INTELLECTUAL PROPERTY RIGHT IN CONNECTION WITH THE INSTRUMENTS OF SERVICE OR OTHER DESIGN DOCUMENTS FURNISHED BY SUBCONTRACTOR OR THROUGH CONTRACTOR OR ITS SUBCONTRACTORS, EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF THE INDEMNIFIED PARTIES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. (d)(4) INDEMNITY - LIEN CLAIMS. SUBCONTRACTOR HEREBY AGREES TO FULLY, AND COMPLETELY INDEMNIFY, DEFEND AND HOLD THE INDEMNIFIED PARTIES HARMLESS FROM ALL LOSSES ARISING FROM LIENS, OR CLAIMS OF RIGHT TO ENFORCE LIENS (EACH A "LIEN CLAIM"), AGAINST THE JOBSITE OR THE IMPROVEMENTS TO BE ERECTED THEREON ARISING OUT OF ANY WORK TO BE PERFORMED OR LABOR OR MATERIALS TO BE FURNISHED BY SUBCONTRACTOR AND ITS SUB - SUBCONTRACTORS OF ANY TIER, LABORERS, MECHANICS OR MATERIALMEN PERFORMING WORK UPON OR FURNISHING MATERIALS FOR THE WORK. Neither final payment by Owner or Contractor, nor acceptance of the work shall be deemed to constitute a waiver or release of the foregoing obligation. If any such Lien Claim shall at any time be filed, Subcontractor shall immediately pay such or proceed with discharging or bonding around the lien claim as provided herein and in accordance with Applicable Law. Subcontractor shall deliver to contractor within forty-eight (48) hours of Subcontractor's receipt of copies, or knowledge, of all notices related to the Owner, the Contractor, the Project, this Subcontract or any other filings received by Subcontractor or that are otherwise filed by any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work. Subcontractor shall promptly pay each sub - subcontractor, laborer, mechanic and materialmen, and will keep the work and jobsite free and clear of any and all liens and claims of lien; provided, however, if a lien is filed and if Subcontractor wishes to dispute such lien, Subcontractor shall promptly advise Contractor thereof in writing and file in the county where such lien claim is asserted with a copy to the Contractor, no later than ten (10) days after the filing of such lien claim, a statutory bond in compliance with Chapter 53 of the Texas Property Code in an amount sufficient to cause such lien to be removed as a matter of record. If Subcontractor fails to post such bond within ten (10) days after assertion of the lien, then Contractor shall have the right (but not the obligation) to cause such lien to be removed as a matter of record, through payment, settlement thereof or otherwise, and to deduct the cost thereof, including its attorney fees incurred as a result of such lien claim, from sums otherwise due to Subcontractor under the agreement. (d)(4)(1) Arbitration to Determine Validitv of Lien. Notwithstanding any provision contained herein to the contrary, in the event that Subcontractor or any of any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work asserts or files a lien or bond claim against the Project, Contractor may initiate an arbitration to determine the validity of such lien or bond claim by providing written notice to the entity or individual asserting the lien or bond claim. Arbitration pursuant to this section shall be limited to determining whether the lien or bond claim is invalid and subject to judicial removal under the Texas Property Code or other Applicable Law, as defined herein. (d)(4)(1)(1) Contractor and Subcontractor shall have three (3) days from the date Contractor provides notice under Section (d)(4)(1) to select an arbitrator. If either Party should fail to timely select an arbitrator, the selection of the Party providing a choice shall so serve. A final hearing to determine the validity of the lien or bond claim shall be held no later than the 20th day after Contractor provides notice as set forth in Section (d)(4)(1). (d)(4)(1)(2) Should the lien or bond claim be found invalid and subject to judicial removal, Contractor may move for confirmation of the arbitrator's award in any court of competent jurisdiction. (d)(4)(1)(3) Subcontractor shall obtain the written consent of all its subcontractors, laborers, vendors or suppliers to participate in the arbitration described above and provide this written consent to Contractor immediately upon demand. (d)(5) Nothing herein shall be construed to require the Subcontractor to indemnify any of the Indemnified Parties for an indemnified claim to the extent caused by or resulting from any Indemnified Party's own negligence unless otherwise permitted under Chapter 151 of the Texas Insurance Code. It is agreed that with respect to any legal limitations now or hereafter SC31 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C in effect and affecting the validity and enforceability of the indemnification obligations in this Agreement, such legal limitations are made a part of the indemnification obligations to the minimum extent necessary for this Agreement to conform to the requirements of such limitations, and as so modified, the indemnification obligations shall continue in full force and effect. This indemnification provision is intended to comply with Chapter 151 of the Texas Insurance Code and shall be read as broadly as permitted to satisfy that intent. (d)(6) The provisions of this Article 9(d) shall not be limited in any way by the amount or type of insurance obtained by Contractor, Owner, any other Indemnified Parry, or any of their consultants, contractors, subcontractors or suppliers. In all contracts between Subcontractor, any of its Sub -subcontractors of any tier, or suppliers, Subcontractor shall require such Sub - subcontractor or supplier to indemnify, defend and hold harmless the Indemnified Parties to the same extent that Subcontractor must indemnify, defend and hold harmless the Indemnified Parties pursuant to this Article 9(d). (d)(7) The Subcontractor's indemnification obligations expressly include all costs and expenses of litigation and/or arbitration, court and arbitrator's fees, costs, attorneys' fees, fees of experts and consultants, settlement costs and expenses and all other costs and expenses in connection with the litigation or arbitration, without reimbursement from Contractor, whether or not the claims made for loss, injury, damage or property damage are determined to have merit, and regardless of whether the defense of Contractor is maintained by Contractor or assumed by Subcontractor. Contractor, in its sole discretion and at its sole option, may defend any or all of the indemnified claims or tender to Subcontractor the defense of any or all of the indemnified claims. If Contractor elects to tender defense to Subcontractor, Subcontractor shall be bound and obligated to assume the defense of Contractor in the indemnified claims, including any settlement negotiations arising therefrom. (d)(7)(i) It is understood and agreed by Subcontractor that if Contractor tenders the defense of an indemnified claim to Subcontractor and Subcontractor fails or neglects to assume the defense thereof, Contractor may compromise and settle or defend any such suit or action, and Subcontractor shall be bound and obligated to reimburse Contractor for the amount expended by settling or compromising any such claim, or for the amount expended by Contractor in paying any judgment rendered therein, together with all attorneys' fees and costs of litigation incurred by Contractor. (d)(7)(ii) Neither final payment by Contractor nor acceptance of the Work performed by Subcontractor shall constitute a waiver of the foregoing indemnities and notwithstanding any other provision contained in this Subcontract Agreement, the provisions of this Article 9(d) shall survive the termination, expiration or completion of this Subcontract Agreement. SC32 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT J SITE SPECIFIC SAFETY PLAN SC33 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C V" WHITING -TURNER DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C HCA Behavioral Health Hospital Fort Worth 9000 North Freeway, Fort Worth, TX 76244 Prepared by: Krystal Atcheson-Todd The Whiting -Turner Contracting Company 300 E. Joppa Road Towson, Maryland 21286 1 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 1. Environmental, Health and Safety Policy The elimination of accident/incidents related to Whiting -Turner operations is one of our greatest responsibilities. Morally, legally, and financially, we are compelled to make every reasonable effort to eliminate hazards from our operations and to complete our projects without accident/incidents. We must constantly strive to improve our safety success through the implementation of best practices that will enable us to more effectively identify and mitigate potential hazards. Unless predetermined otherwise, our project superintendent is our job site safety representative, and as such is primarily responsible for maintaining an effective culture of safety excellence. It is vital to our continuing success that all Whiting -Turner operations personnel be constantly vigilant in planning and executing our work in a manner that provides a safe environment for everyone. We must instill this same commitment and attitude toward safety in all workers on all projects! Thank you for all you do every day to maximize our safety success. Timothy J. Regan President © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 2 1 P a g e DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 2. Commitment to Safety Excellence The Whiting -Turner Contracting Company firmly believes that safety is of paramount importance on all its projects. It is widely known that there is a direct correlation between unsafe acts and (a) incidental injury, (b) occupational illness, and (c) property damage. For that reason, Whiting -Turner strives to create a culture of safety excellence through leadership, integrity, collaborative risk assessments and pre- planning strategies that provide tradespersons with the tools to perform their tasks safely and deters unsafe acts. Whiting -Turner's Environmental, Health and Safety Manual will serve as the basis on which the culture of safety excellence will be upheld and improved upon. Maintaining a culture of safety excellence through commitment, communication, and compliance makes more attainable our goals of • zero fatalities; • zero permanent injuries; • zero impact on public personnel or property; • and zero accident/incidents that would adversely impact the client, cost, or schedule. All Whiting -Turner employees shall adhere to all the principles, policies, and procedures of Whiting - Turner's EH&S Manual. Likewise, all contractors/subcontractors engaged in work on Whiting -Turner projects or on behalf of Whiting -Turner shall adhere to all the applicable principles, policies, and procedures of Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site -Specific Safety Plan. Adherence to this plan and Whiting -Turner's Contractor/Subcontractor Plan does not absolve any contractor/subcontractor from its legal/contractual obligation to submit a safety program, which meets or exceeds the requirements of the Whiting -Turner Contractor/Subcontractor EH&S Manual, the contract documents and federal, state, local or other applicable regulations. Dusty Roberts Project Manager Krystal Atcheson-Todd Project Superintendent James Garcia EH&S Manager © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 3 1 P a g e DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 3. Background Information 3.1. Project Organization: Owner: HCA Project Executive: Brent Schoolfield Project Manager: Dusty Roberts Project Superintendent: Krystal Atcheson-Todd 3.2. Project Description: 65,000 SF single -story wood -framed behavioral health hospital in Fort Worth, TX. Project features include: 88 patient beds, a full -service kitchen and dining rooms, several therapy rooms, two interior courtyards, a separate gym facility, site utilities, parking lots, paving, high security fencing, and landscaping. 3.3. Site History and Hazard Assessment: This plot is a greenfield site with minimal public site utilities and a perimeter fencing. No development has been done previously. 3.4. Phases of Work: The definable features of work contemplated for the project have been set forth and are listed below in Section 15. The Activity Hazard Analysis (AHA) for each definable feature of work will be prepared to identify hazardous activities and set forth safe practices and procedures for each hazardous activity associated with the work phase. The AHA will be further defined and discussed during the preconstruction meeting. 4 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 4. Project Responsibilities 4.1. Project Manager 4.1.1. Overall authority and responsibility to implement and manage the project's Site -Specific Safety Plan. 4.2. Project Superintendent 4.2.1. Responsible to enforce compliance with Whiting -Turner's Site -Specific Safety Plan, OSHA Standards, and all other Federal, State, and Local Safety Codes and Regulations. 4.2.2. Responsible for coordination of Whiting -Turner workforce and contractors/subcontractors to ensure that a logical, systematic progression of work takes place. 4.2.3. Responsible to assist contractors/subcontractors in pre -planning their operations to prevent personal injury and property damage. AHAs and pre -task plans for new or modified operations are to be reviewed prior to the operation's commencement. 4.2.4. Responsible to schedule, distribute notification, and chair mandatory safety meetings. 4.2.5. Responsible to notify contractors/subcontractors of a safety noncompliance. This notification will include the allowable time limit for compliance or correction shall be made by Whiting -Turner and back charged to the contractor/subcontractor . A copy of any written notice, including all noncompliance items and date of correction will be filed in the project files. 4.2.6. Responsible to assist in the investigation of accidents, incidents and near misses in conjunction with the contractor's/subcontractor's foreman, and safety representative. 4.3. Subcontractor Project Managers/Outside Superintendents/Foreman 4.3.1. Has overall responsibility for ensuring the safety of the workers reporting to him/her. 4.3.2. Shall ensure that his/her employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual, and this Site -Specific Safety Plan. 4.3.3. Shall ensure compliance with the site -specific safety orientation process for all their personnel assigned to the project. 4.3.4. For activities where pre -task plans are required, shall ensure that daily pre -task plans are completed, submitted to Whiting -Turner for review, and then reviewed with the work crew(s) prior to commencing. 4.3.5. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.3.6. Shall attend all required meetings for which Whiting -Turner requests their presence. 5 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 4.3.7. Shall investigate all accident/incidents and near misses in conjunction with the Whiting - Turner Superintendent, and contractor/subcontractor safety representative. 4.3.8. Contractor/Subcontractor Safety Representative: 4.3.8.1. Shall ensure that their employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site - Specific Safety Plan. 4.3.8.2. Shall ensure compliance with the site -specific safety orientation process for all personnel assigned to the Project. 4.3.8.3. Shall train their employees to perform their work in a safe manner and to recognize [and correct] unsafe condition and unsafe acts. 4.3.8.4. Shall make a minimum of one complete safety inspection of their work per week with a written report to the Whiting -Turner Project Team noting the corrective action to identified hazards. 4.3.8.5. Shall attend each weekly project safety representative meeting. 4.3.8.6. Shall chair each weekly tool -box talk, with written minutes and provide copies weekly to the Whiting -Turner Project Team. 4.3.8.7. Shall report all safety -related matters to the imbedded Whiting -Turner EH&S Personnel (if applicable) and Whiting -Turner Superintendent. 4.3.8.8. Shall be responsible for the contractor/subcontractor accident/incident reporting requirements. 4.3.8.9. Shall investigate any accident/incident involving their employee and submit accident/incident investigation reports to Whiting -Turner Safety Department within 24 hours. 4.3.8.10. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.4. Project Employee 4.4.1. Shall attend the project safety orientation and complete the orientation acknowledgement form prior to beginning work on this project. 4.4.2. Shall perform their work in a safe manner for prevention of harm to themselves, fellow workers, the general public, and to prevent property damage of all concerned. 4.4.3. Shall attend weekly Tool -Box Talks. 4.4.4. Shall alert their foreman of hazards and unsafe acts. 4.4.5. Shall notify their foreman immediately of any accident/incident. 6 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 4.4.6. Shall comply with their company's safety program, Whiting -Turner's Contractor/Subcontractor EH&S Manual, this Site -Specific Safety Plan, and all applicable Federal, State, and Local Codes and Regulations. 5. Responsibilities and Lines of Authority 5.1. Identification and Accountability of Personnel: The Whiting -Turner Contracting Company does not intend to insert itself in the employer - employee relationship. Therefore, each employer on Whiting -Turner's project will be accountable for monitoring compliance and enforcing the policies and procedures as set forth in this Site - Specific Safety Plan, and all applicable contractual documents, for their respective employees. If compelled and to uphold the commitment to safety excellence, Whiting -Turner will engage any worker or tradesperson (and their direct supervisor) who has left an unsafe condition or who has been observed committing an unsafe act. 5.2. Lines of Authority: The following personnel shall have the authority to intervene and suspend work in the interest of safety policy compliance: 5.2.1. ALL Project Personnel and Vendors Note: that following a safety work stoppage, the responsible contractor/subcontractor and the Whiting -Turner project team shall be notified immediately. Whiting -Turner will facilitate the prompt corrective action of the unsafe act or condition with the responsible contractor/subcontractor . After satisfactory correction of the unsafe act or condition, the Whiting -Turner project team will authorize work to resume. 5.3. List of Emergency Phone Numbers and Points of Contact: Project Superintendent: Krystal Atcheson-Todd Cell: 469-304-8882 Project Manager: Dusty Roberts Cell: 682-206-8150 Area EH&S Manager: James Garcia Cell: 469-560-6690 Senior Project Manager: Brent Schoolfield Cell: 469-853-1774 6. Subcontractors and Suppliers 6.1. Identification of contractor/subcontractor s and Suppliers: 7 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 6.1.1. A list of contractor/subcontractors and suppliers by name, discipline, contact name, and telephone number shall be available at the project office for review. 6.2. Means for Controlling and Coordinating contractor/subcontractors and Suppliers: 6.2.1. A copy of the Site -Specific Safety Plan will be made available to all contractor/subcontractors at the Project Site and are required to comply with the requirements as set forth therein. 6.2.2. All contractor/subcontractor s and vendors, shall be required to comply with the policies and procedures indicated within this Site -Specific Safety Plan as well as the policies and procedures contained within the following publications: 6.2.2.1. Occupational Safety & Health Standards for the Construction Industry (CFR) 29 Part 1926 6.2.2.2. Occupational Safety Standards for General Industry CFR 29 Part 1910. 6.2.2.3. The Whiting -Turner Contracting Company EH&S Manual 6.2.2.4. Contractor/Subcontractor EH&S Manual 6.3. Safety Responsibilities of contractor/subcontractor s and Suppliers: 6.3.1. Subcontractors are required, upon execution of subcontract, to comply will all safety policies and procedures in effect on the job site. 6.3.2. All contractor/subcontractor s shall be responsible for providing all necessary safety equipment, training, and shall assure a drug -free work force for their personnel. The responsible contractor/subcontractor shall ensure that all safety information is communicated to workers in a language they understand. contractor/subcontractor s must provide someone to translate for employee's who are not fluent in English. 6.3.3. Each contractor/subcontractor with personnel on the job site shall be required to attend each job site safety meeting conducted by The Whiting -Turner Contracting Company's Site Safety Manager. contractor/subcontractor s are required to hold their own individual safety meetings weekly and provide a copy of the meeting to The Whiting -Turner Contracting Company. 6.3.4. Each contractor/subcontractor shall be required to have a person trained in CPR and First Aid on site during contractor/subcontractor -construction activity. 6.3.5. Each contractor/subcontractor to maintain first aid kits on the job site. 6.3.6. Subcontractors are required to develop the Activity Hazard Analysis (AHA) for their definable feature of work, per the AHA Form and as outlined in paragraph 3.4. 6.4. Pre -Construction Submittals 6.4.1. Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 6.4.1.1. The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. 6.4.1.2. The contractor/subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the contractor's/subcontractor's employees are working 6.4.2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. 6.4.3. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 6.4.4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. 6.4.5. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. 6.4.6. A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. 6.5. Safety Management 6.5.1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand-downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 6.5.2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: 6.5.2.1. Minimum requirement proof of OSHA 30 hour submitted 6.5.2.2. Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting - Turner's EH&S Manager regarding the contractor's/subcontractor's site - specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and 9 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. 6.5.3. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. 6.5.3.1. Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. 6.5.3.2. One documented inspection shall be conducted each week. 6.5.4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. 6.5.4.1. The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. 6.5.5. The contractor/subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. 6.5.6. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. 6.5.7. The contractor/subcontractor 's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. 6.5.8. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan 6.5.9. All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 6.5.10. Accident/incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed 101Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. 6.5.11. Only communication radios are permitted on Whiting -Turner projects. 11 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 7. Training and Project Meetings 7.1. Safety Indoctrination Training Subjects: 7.1.1. The following must be presented to all Whiting -Turner employees and contractor/subcontractor employees prior to beginning work: 7.1.1.1. The Whiting -Turner safety orientation and the orientation acknowledgement form 7.1.1.2. Expectations for controlling water & moisture on the project 7.1.1.3. Hazard communication information specific to the project 7.1.1.4. Project specific emergency action plan 7.1.1.5. Safety programs specific to the project (AHA's, PTP's, PPE) 7.1.1.6. Other specific safety related information about the project 7.1.2. Hazard Communication Program: 7.1.2.1. Written HAZCOM programs, Chemical Inventory Lists and SDS's shall be kept in the Whiting -Turner site office for all hazardous chemicals 7.1.2.2. All containers shall be labeled in accordance with the Globally Harmonized System for Hazard Communication 7.1.2.3. Each employee must be trained in the recognition and avoidance of hazards when asked to work with any chemical 7.1.3. Emergency Procedures: 7.1.3.1. Supervisor shall be notified immediately of any injury, illness, or accident/incident; they will notify Whiting -Turner. 7.1.3.2. Injuries must be treated by a person who holds a valid first aid certification. Call designated emergency numbers for assistance. Report all injuries regardless of severity. 7.1.3.3. Emergency contact numbers and maps to the nearest hospital are to be posted at entrances to trailers/field offices. 7.1.3.4. A job wide first -aid kit must be on -site and easily accessible; all medications must be removed. Each contractor/subcontractor is also responsible for providing a first aid kit. 7.2. Mandatory Meetings 7.2.1. In the interest of eliminating job safety risks and heightening awareness of project safety, job wide safety meetings shall be conducted every month while work on the job site is in progress. Safety meetings shall be conducted based on the following format: 7.2.1.1. A review of past unsafe conditions, accident/incidents, or activities. 121Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 7.2.1.2. Review of pertinent aspects of the applicable Activity Hazard Analysis. 7.2.1.3. Review of safe working procedures and safety training. 7.2.1.4. Review of accident/incident and emergency procedures. 7.2.2. Supervisory safety meetings shall be conducted to discuss all applicable activity hazard analyses and all project safety concerns. These meetings shall be held weeklv. 7.2.3. Safety task force meetings build camaraderie and cohesion among different tradespersons and build a system of accountability. The task force shall consist of one representative from each contractor/subcontractor. The functionality and effectiveness of this task force is maximized by conducting a joint safety survey of the site. The task force members may determine the focus of these meetings based on . These meetings shall take place on a monthlv basis. 7.2.4. Quarterly Safety Focus - All projects and offices shall participate in the Quarterly Safety Focus meetings; these meetings will take place at 11:30am local time in February, May, August, and November 7.3. Additional Training and Certification 7.3.1. Additional safety training may be conducted under the direction of the Whiting -Turner team and in cooperation with supervisory, contractor/subcontractor, vendor personnel. 131Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C ir1 8. Safety Inspections 8.1. The Whiting -Turner Superintendent will conduct and document a weekly safety inspection. The inspections shall focus on, but are not limited to the following: 8.1.1. Compliance with the site -specific safety plan, the Whiting -Turner EH&S Manuals and provisions set forth by OSHA. 8.1.2. Safe delivery and storage of project materials. 8.1.3. Ensure daily inspections and follow up the project foreman. 8.1.4. Proper maintenance of project equipment and tools 8.2. The Whiting -Turner Project Manager will perform and document a monthly safety inspection with the Whiting -Turner or contractor/subcontractor superintendent. 8.3. Items found to be deficient shall be corrected or abated immediately or the area of work affected by the deficiency shall be cordoned off to prevent personnel access until corrective action can be taken. The responsible contractor/subcontractor shall confirm the safety deficiency is corrected or abated. The Whiting -Turner team shall exercise authority as outlined to expedite safety -deficiency corrective action and/or abatement. 8.4. Hole and Perimeter Protection Safety Inspections - All Whiting -Turner field management employees who are routinely in the field are required to attend the safety inspection and fall protection inspection training and are required to perform compliance surveys. The 2-a-day floor hole and perimeter protection compliance survey's may be conducted twice a day by any trained Whiting -Turner team member. 8.5. In addition to the inspections conducted by the contractor/subcontractor s and the Whiting -Turner project team, the Whiting -Turner Area EH&S Manager will perform a minimum of one site specific safety survey each month. 141Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 9. Safety Goals, Incentives, Compliance and Accountability 9.1. Safety Goals and Objectives: 9.1.1. It is the Contractor's responsibility to provide a place of employment free from recognized hazards that could cause death or serious physical injury to personnel working at the job site. 9.2. Safety Incentives: 9.2.1. Whiting -Turner shall continue its current safety -incentive program to award its personnel for reaching milestone dates for days -without -lost -time accident/incident. Milestone dates shall be determined by the Site Safety Manager taking into consideration the magnitude and scope of the project and personnel safety moral levels. 9.3. Safety Non -Compliance Procedure: 9.3.1. Any and all violations of the procedures or practices stipulated or intended from this Site -Specific Safety Plan shall be directed to project supervisory personnel immediately. Employees shall be encouraged to report close calls, unsafe conditions, and unsafe acts to project management without consequence. 9.3.2. Personnel that are determined to be responsible and negligent for violating safety policies shall be issued a "Written Warning" form, with a copy becoming part of their personnel file. Employee(s) shall also be instructed in the proper procedures for the applicable task(s). In the event, personnel are employed by contractor/subcontractor s, suppliers, or the owner; all violation forms shall be sent to their respective supervisory personnel. 9.3.3. Upon the second violation of any safety guideline, the involved personnel, including second tier contractor/subcontractor s, suppliers, or project owner representatives shall, at the discretion of The Whiting -Turner Contracting Company, be removed from the job site for an indeterminate time period and up to termination. In addition, the contractor/subcontractor may be subject to a fine for non-compliance. 9.4. Accountability: 9.4.1. Project Managers and Safety Personnel shall be accountable to ensure provisions for a place of employment free from recognized hazards that could cause death or serious physical injury to personnel. Project Managers and Safety Personnel must ensure total compliance by all project personnel and second tier groups of the policies and procedures as set forth in the Site -Specific Safety Plan. 151Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 10. Accident/Incident Reporting 10.1. Exposure Data: 10.1.1. The Whiting -Turner Superintendent shall maintain man-hour exposure data. Data for both Whiting -Turner employees and contractor/subcontractor employees shall be recorded and shall reflect the actual man-hours worked on the project. 10.2. Accident/Incident Investigations, Reports, and Logs: 10.2.1. All accidents/incidents, injuries, near -miss accidents/incidents, unsafe conditions, and unsafe acts that occur shall be reported immediately to project supervisory personnel. No supervisor may decline to accept an accident/incident, injury, near -miss accident/incident, unsafe condition, or unsafe act report. 10.2.2. Investigations should be conducted as soon as possible after the occurrence to ensure the most accurate information is being captured. In addition, a prompt investigation reflects and promotes Whiting -Turner's culture of safety excellence. 10.2.3. The Superintendent and/or site supervision should investigate and provide a written report of all accident/incidents to the Claims Manager. 10.2.4. In the case of serious accident/incident, the Claims Manager and Area EH&S Manager should be called to assist in the accident/incident investigation and provide guidance with the documentation. 10.2.5. Identify witnesses. Record their names, contact information and employers. Interview witnesses in private regarding accident/incident description and cause. Ask them to sign a statement of description and cause. 10.2.6. The goal is to ask questions and record information. Ask the six probing questions to obtain detailed information to gain insight into the accident/incident: 10.2.6.1. The "who" question provides information about those involved 10.2.6.2. The "what" question leads into actions, events, and physical objects 10.2.6.3. The "where" question may help with the determination what caused the Accident/incident and discover the conditions that brought it about 10.2.6.4. The "when" question will often prompt information regarding relationships between pairs of activities or events 10.2.6.5. The "how" question should provide information on the interaction and relationships among the activities and events 10.2.6.6. The "why" question offers clues concerning the corrective measures, since the answers will focus on unsafe acts or hazardous conditions 10.2.7. If possible, if the scene has not been altered, take pictures of the scene. Include the following information with the photo: 161Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 10.2.7.1. Date of accident/incident 10.2.7.2. Brief description of accident/incident 10.2.7.3. Location 10.2.7.4. Name and number of the person who took the photo 10.2.7.5. Retain any evidence related to the accident/incident 10.2.7.6. Draw diagrams, mark up drawings 10.2.7.7. Obtain copies of reports from others (police, fire department, contractors/subcontractors, doctors, etc.). 10.3. Reporting Procedures: 10.3.1. Contractor/subcontractor employees must immediately report all accident/incidents to their company's supervisory personnel. 10.3.2. The contractor/subcontractor employee's supervisor has the responsibility to immediately report all accident/incidents to the Whiting -Turner Superintendent or designee. The supervisor, in consultation with the injured or reporting employee, completes the contractor's/subcontractor's written investigation report and submits it to the Whiting -Turner Superintendent or designee within twenty-four (24) hours of the accident/incident. 10.3.3. All injuries or accident/incidents regardless of how small must be reported immediately to the foreman or Superintendent on the jobs and treated at once. 10.4. Correction Procedures: 10.4.1. Place additional warning signs, barricades, warnings lights, if needed as indicated, and illumination, etc. 10.4.2. Determine cause or causes. Often accident/incidents occur as a result of a combination of unsafe conditions and unsafe acts. 10.4.3. Correct unsafe physical conditions or equipment deficiencies immediately after the investigation. Check other equipment to make sure it does not have similar defects. 10.4.4. Make improvements in maintenance and inspection procedures or provide means for better enforcement of existing procedures. 10.4.5. Review indoctrination, tool box meetings and on job instruction to see if more educational material should be added or improvements can be made in presenting it. 10.4.6. Prepare a detailed report on the findings and corrective measure to be taken. 10.4.7. Institute any follow up procedures required, with target dates, to ensure compliance with changes made. 10.5. Accident/Incident Review Process: 10.5.1. The Whiting -Turner Superintendent or designee will schedule an accident/incident review meeting within three (3) days of the accident/incident. At a minimum, the 17JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C contractor/subcontractor employee's supervision, the Whiting -Turner Project Manager and Area EH&S Manager should be invited. 10.5.2. The Whiting -Turner Superintendent or designee is then responsible for documenting a summary of the meeting, reviewing it with an Area EH&S Manager, and distributing it to all contractors/subcontractors and Whiting -Turner project team to prevent further occurrences. The names of the individuals involved shall be kept out to protect their privacy. © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 181Page DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C AM 11. Medical Support 11.1. Prior to the start of work, the Whiting -Turner project team shall post the nearest medical support facilities in the job bulletin as provided by Travelers. The medical support facilities closest to the project site are listed below: Hospital: Medical City Alliance Address: 3101 North Tarrant Pkwy Telephone Number: 817-639-1000 Urgent Care: CareNow Urgent Care Address: 9437 North Freeway Telephone Number: 469-778-5228 11.2. An emergency response bulletin board shall be conspicuously posted on the job site identifying medical support facilities, poison control center contacts, fire response, hot work permit contact, ambulance, and the emergency action plan. In addition, the emergency response bulletin board shall show a project location map with primary medical support facilities identified. This map shall also identify where personnel are to meet incoming emergency response teams and direct them to the accident/incident scene as necessary. Other State and Federal Employee Notices will be conspicuously posted along with the other data required by the emergency response bulletin board. 11.3. The project safety orientation shall include a segment where the emergency action plan shall be explained in detail. Additional refresher training shall be conducted frequently by Whiting -Turner and contractor/subcontractor s supervisory personnel for their respective employees. 11.4. No less than one first aid and CPR trained personnel certified to render aid in the event of an injury shall be provided on the job site at all times. Copies of current personnel first aid and CPR certificates shall be retained on file by The Whiting -Turner Contracting Company. 11.5. The job site office shall be equipped with a large capacity first aid kit and shall be placed in a conspicuous location. 191Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 12. General Public Safety 12.1. All visitors, salesman, delivery persons, vendors, etc. must report to the Whiting -Turner field office to obtain permission to enter. 12.1.1. Client's contractor/subcontractor s and vendors are visitors to our site and must complete a waiver/release form. 12.1.2. The aforementioned shall not be granted access to the site without signing a waiver/release form, obtaining a visitor's badge (if applicable), and wearing proper personal protective equipment. 12.1.3. In addition, Whiting -Turner requires visitors to be escorted at all times during their visit. 12.2. Prominent project signage shall be placed at the perimeter fencing that outlines the proper entrances and exits, visitor check in policy to gain site access and the proper protection gear that is required. 12.3. Site Security: 12.3.1. A high, strong, and rigid post driven fence with scrim [opaque screen or fabric, black visqueen screening] will be installed around the perimeter of the project. In cases where fence installation is infeasible, a plan for site security shall be drafted and made available for review by an Area EH&S Manager. 12.3.1.1. If the fence is constructed near walkways, roadways, etc. where pedestrians will pass, the potential passage of material through the construction side to the pedestrian side must be controlled. 12.3.1.2. Care must be taken to secure fence from blowing over in high winds — also consider scrim ventilation methods. The fence must be secured per Whiting -Turner's project fencing procedures. 12.3.1.3. The perimeter fences will not have openings greater than 4" between vertical supports. 12.3.1.4. This 4" requirement will also include the gap between the bottom of the fence and the ground to ensure perimeter security. 12.3.1.5. Barbed wire shall not be used. 201Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 12.3.2. Construction gates — Construction gates will be kept closed; to the greatest extent possible and the gates are to be locked after normal working hours. 12.3.3. Whiting -Turner and all contractors/subcontractors are to remove keys from all vehicles, lifts, equipment, and machinery at the end of the work day and ensure machinery is effectively locked out. 12.3.4. A Whiting -Turner staff person shall walk the site at the end of the day. Whiting -Turner staff person shall verify gates are closed, no gaps are in the fence, machines are turned off and keys removed, no running water, all contractor/subcontractor personnel, vendors, and visitors have left the jobsite, etc. 12.4. Trenches (Excavations) in Walkways and Roadbeds: Pedestrians tripping or falling in temporarily closed trenches or excavations are a constant liability concern. The following precautions shall be considered: 12.4.1. If the trench or excavation is in an area open to the public, then adequate warning signs and barricades must be installed, such as fencing or wood guardrails. 12.4.2. Temporary trench covering for two or less weeks should be backfilled with material that can be tamped securely. Any movement in the material is to be noted and stabilized immediately. 12.4.3. Temporary trench covering for two weeks or more should be concrete or macadam top. Steel dock plates may be used in lieu of concrete and macadam. 12.4.4. Steel plates over the trench excavation may be the most economical method for short or long durations for temporary trench covering. Be sure to adjust the plates and provide a smooth transition with asphalt or concrete to minimize the tripping hazard potential. 21 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C in M& 13. General Site Prohibitions The following are prohibited on all Whiting -Turner Projects: 13.1. The use of the following administrative controls as a means of fall protection 13.1.1. Controlled Access Zone as a means of fall protection 13.1.2. Controlled Decking Zone as a means of fall protection 13.1.3. Safety Monitor System as a means of fall protection 13.2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 13.3. Working from the midrail or top rail of any lift 13.4. The use of cell phones for signaling of cranes and equipment 13.5. The use of open hooks during lifting operations/picks. 13.6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 13.7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 13.8. The use of open turnbuckles as part of the perimeter cable system 13.9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 13.10. Harassment of any kind, to any person 13.11. Smoking or use of vaporized equipment (except in designated areas) 13.12. Radios, media players, headphones, or other listening devices 13.13. Guns or weapons of any kind 13.14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 13.15. Riding on equipment that is not equipped with proper seating and seat belt 13.16. Open fires, fire barrels, or hot boxes 13.17. The use of metal ladders 221Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14. Safe Work Practices, Programs, and Procedures 14.1. Carbon Monoxide Exposure Prevention 14.1.1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 14.1.2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 14.1.3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. 14.2. Concrete and Masonry 14.2.1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.2.2. General requirements: 14.2.2.1. Rebar caps shall be used on all reinforcing steel that personnel could fall upon or become impaled in any way. 14.2.2.2. No personnel shall be permitted to work under concrete buckets while buckets are being elevated, moved laterally, or lowered into position. 14.2.2.3. No personnel shall be permitted to place concrete through a pneumatic hose unless the personnel are wearing protective hand and face equipment. 14.2.2.4. No personnel shall be permitted to tie reinforcing steel more than 6 feet above an adjacent surface without the use of satisfactory fall protection and/or fall restraints. 14.2.3. Equipment and tool requirements: 14.2.3.1. Powered and rotating type concrete troweling machines that are manually guided shall be equipped with a control switch that shall automatically shut off the power whenever the hands of the operator are removed from the equipment handles. 14.2.3.2. Masonry saws shall be guarded with a semicircular enclosure over the blade. 14.2.3.3. All equipment that is to receive maintenance or repair shall be properly locked -out to prevent the inadvertent operation of equipment during such sessions. 231Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.2.4. Cast -in -place concrete requirements: 14.2.4.1. Formwork shall be designed, fabricated, erected, supported, braced, and maintained so that it shall be capable of supporting without failure all vertical and lateral loads that may reasonably be anticipated to be applied to the Formwork. 14.2.4.2. All base plates, shore heads, extension devices, and adjustment screws shall be in firm contact, and secured when necessary, with the foundation and the form. 14.2.4.3. Jacks and vertical supports shall be positioned in such a manner that the loads do not exceed the rated capacity of the jacks. 14.2.4.4. Reinforcing steel for walls, piers, columns, and similar vertical structures shall be adequately supported to prevent over turning and to prevent collapse. 14.2.4.5. Unrolled wire mesh shall be prevented from recoiling. 14.2.4.6. Forms and shores shall not be removed until the concrete has gained sufficient strength to support its weight and superimposed loads. 14.2.5. Pump Truck requirements: 14.2.5.1. Equipment must be fully inspected and in good running condition per the manufacturer before it is allowed on the project. Any equipment not meeting the manufacturers' specifications for safe operations will be turned away or removed from the project. 14.2.5.2. Daily checklist all equipment must be maintained by the contractor. 14.2.5.3. Operator's certification shall be submitted prior to commencement of the operation 14.2.5.4. Adequate ground conditions shall be provided for the pump truck 14.2.5.5. Flaggers shall be used when backing up trucks to the pump 14.2.5.6. Back-up alarms are required 14.2.5.7. When operating on outriggers: 14.2.5.7.1. Outriggers must be fully extended 14.2.5.7.2. Outriggers pads must have solid bearing 14.2.5.7.3. Outrigger pads must be level 14.2.5.7.4. Outrigger pads must be pinned 14.2.5.7.5. Full coverage of outrigger pad sized per load 14.2.5.7.6. Front outrigger pads must be provided coverage even if load is not swinging in the front 14.2.5.7.6.1.1. Support under outrigger pads must be solid 14.2.5.7.7. All tires must be off of the ground or per manufactures recommendations 14.2.5.7.7.1.1. Maintain minimum 20' from power lines 241Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.2.5.7.7.1.2. Must be setup on stable, level ground 14.2.5.8. Mixing stations must have proper guardrails and work platforms. Steps may not be created from concrete blocks. 14.3. Confined Space Entry 14.3.1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 14.3.2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. 14.4. Contingency Plan for Severe Weather: 14.4.1. Whiting -Turner and its contractor/subcontractor s shall be responsible for regular monitoring of job site weather conditions in an effort to avoid hazardous conditions caused by severe weather. In the event of severe weather conditions procedures shall be done in a timely manner to reduce job -site danger. Based upon the type of weather condition the proper methods may include but are not limited to the following: 14.4.1.1. Notification to personnel, in transit or prior to, of hazardous job site conditions. 14.4.1.2. Securing of all equipment and materials in place or stored on the job site. 14.4.1.3. Immediate evacuation of job site 14.4.1.4. Utilization of hazardous condition protection facilities as required. (i.e. shelters) 14.5. Cranes and Derricks 14.5.1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 14.5.2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 14.5.3. A crane checklist must be completed prior to each initial lift. 14.5.4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 14.5.5. Boom -tip anemometer or equivalent device is required. 14.5.6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. 251Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.5.7. The competent person shall determine the size, rope materials, and length of the tag line. 14.5.8. The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. 14.6. Critical Lifts 14.6.1. The Whiting -Turner Contracting Company identifies a critical or special lift as 14.6.1.1. any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, 14.6.1.2. any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; 14.6.1.3. any lift that involves the lifting of personnel; 14.6.1.4. any lift where the contents of the lift are considered hazardous to health or environment, and an accidental/incidental release could result harm to either; 14.6.1.5. any lift where encroachments precautions are required for power lines. 14.7. Demolition 14.7.1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 14.7.2. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. 14.7.3. Preparatory Operations: 14.7.3.1. Service lines shall be shut off, capped, or otherwise controlled, inside the building line before demolition work is started. Following these "make safe" activities, actual selective demolition within the structure will be performed. In each case, any utility company or designated authority shall be notified in advance. 14.7.3.2. Where a hazard exists from fragmentation of glass, such hazards shall be removed. 14.7.3.3. Where a hazard exists to personnel falling through wall openings, the opening shall be protected to a height of 42 inches. 14.7.4. Entryways: 261Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.7.4.1. During demolition, access to the structures will be controlled through specified access and egress points as outlined in the Demolition Plan, to be submitted by the demolition contractor. 14.7.5. Removal of walls, masonry section, and chimneys: 14.7.5.1. No wall section, which is more than one story in height, shall be permitted to stand alone without lateral bracing, unless such wall was originally designed and constructed to stand without such lateral support, and is in a condition safe enough to be self-supporting. All walls shall be left in a stable condition at the end of each shift. 14.7.5.2. Structural or load -supporting members shall not be cut or removed until all live loads have been secured. 14.7.5.3. Walkways or ladders shall be provided to enable personnel to safely reach or leave any scaffold or wall. 14.7.6. Manual Removal of Floors: 14.7.6.1. Safe walkways, not less than 18 inches wide, formed of planks not less than 2 inches thick if wood, or of equivalent strength if metal, shall be provided and used by workers when necessary to enable them to reach any point without walking upon exposed beams. 14.7.6.2. When floor areas are being removed, personnel shall not be allowed in the area directly underneath, and such an area shall be barricaded to prevent access to it. 14.7.7. Mechanical Demolition: 14.7.7.1. No personnel shall be permitted in any area which shall be adversely affected by mechanical demolition operations. Only those workers necessary for the performance of the operations shall be present. 14.8. Electrical Hazards Prevention 14.8.1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 14.8.2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 14.8.3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 271Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.8.4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 14.8.5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 14.8.6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 14.8.7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non -insulated wire. 14.8.8. All temporary lighting circuits must originate from GFCI protected breakers. 14.8.9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements 14.9. Energy Control 14.9.1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 14.9.2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 14.9.3. If a system can be locked out through design or by other means, this will be the preferred method. 14.9.4. The lockout device shall be substantial enough to prevent removal. 14.9.5. The lock shall be a separately keyed lock for use only with the lockout system. 14.9.6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 14.9.7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 14.9.8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 14.9.9. A log shall be maintained on site that identifies the following: 14.9.9.1. Date of usage 14.9.9.2. Number of locks and tags used 14.9.9.3. Contractors involved 281Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.9.9.4. Time of LOTO initiation 14.9.9.5. Time of LOTO removal 14.9.9.6. Designated competent persons 14.9.9.7. Location of LOTO Devices 14.9.10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. 14.10. Excavations 14.10.1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 14.10.2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 14.10.3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 14.10.4. All excavations shall be protected by snow fence, at a minimum. 14.10.5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 14.10.6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. 14.11. Fall Protection and Prevention 14.11.1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 14.11.2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. 291Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.11.3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.11.4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 14.11.5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 14.11.6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 14.11.7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 14.11.8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 14.11.9. Perimeter cable shall not be less than 3/8" steel cable. 14.11.10. Corner uprights must be braced so that the required tension may be maintained. 14.11.11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 14.11.12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 14.11.13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14.11.14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 14.11.15. A fall restraint system must be employed when working from articulating boom lifts. 301Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.11.16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.11.17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 14.11.18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 14.11.19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 14.11.20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 14.11.21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. 14.12. Fire Prevention and Protection 14.12.1. A 20 1b. ABC dfy ehefnieal fife extinguisher- or- e"ivaleat must be provided for- ea 3,000 . e foot of pr teete.l 1- u l.li wroa. An ex4i ,.gtti he - shall be ,.laee,1 at evefy stair -well on eaeh level. 14.12.2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 14.12.3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. 14.12.4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. 14.13. Hand and Power Tools: 14.13.1. All power tools that are designed to accommodate guards shall have such guards attached at all times of operation. 14.13.2. Machines designed for a fixed location shall be securely anchored to prevent walking or moving. 14.13.3. Personnel using hand and power tools and exposed to the hazards of falling, flying, abrasive, and splashing objects, or exposed to harmful dusts, fumes, mists, vapor, or gases shall be supplied with proper PPE necessary to protect them from such hazards. 31 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.13.4. All hand held powered sanders, grinders, etc. with wheel 2-inch diameter or less and any routers, planers, jigsaws, etc. with blade shanks one-fourth of an inch wide or less may be equipped with only a positive "on -off 'control. 14.13.5. Any hand held power equipment with wheel diameters or blade shanks in excess of those stated in 14.13.4 may be equipped with a momentary contact "on -off 'switch. 14.13.6. All other hand-held power tools, such as circular saws, chain saws, and percussion tools shall be equipped with a constant pressure switch that shall shut off the power when the pressure is released. 14.13.7. All electrically powered hand tools shall be ground fault circuit interrupter protected — double insulated tools included. 14.13.8. Personnel must apply the use of PPE such as but not limited to a hardhat, eye, face, and hearing protection, work boots and protective gloves as required for the task(s) contemplated. Long pants with shirts with long or short sleeves required. 14.13.9. Regular inspections of hand tools shall be performed with the removal of any hand tool deemed to be hazardous by the personnel in charge of the tool and or inspection. 14.13.10. If personnel feel that a hand tool is of a hazardous condition, he or she shall immediately remove the tool from the work area. 14.13.11. The use of electric cords for the purpose of hoisting or lowering shall not be permitted. 14.13.12. Compressed air shall not be used as a cleaning device unless reduced to 30 psi. 14.13.13. Powdered actuated hand tools shall be used only by trained and certified personnel. 14.13.14. Powder actuated tools shall not be loaded until just prior to the intended firing time. 14.13.15. Powder actuated tools, loaded or unloaded, shall at no time be pointed at any other personnel. 14.13.16. Loaded powder actuated tools shall never be left unattended. 14.13.17. Powder actuated tools shall not be used in an explosive or flammable atmosphere. 14.14. Hazard Communications Program: 14.14.1. The Whiting -Turner Contracting Company shall maintain onsite and enforce its written Hazard Communication Program to provide the means necessary to transmit information to personnel regarding chemical and other hazardous products to which they may be exposed. Section 14.12.1.1 herewith shows The Whiting -Turner Contracting Company Hazard Communication Program and is outlined as follows: 14.14.1.1. List of chemicals and other hazardous products: A list of chemicals and other hazardous products used on the job site shall be maintained on the job site at all times. The list shall be updated as new chemicals and 321Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C hazardous products are imported to the job site not shown in the original list. 14.14.1.2. Labeling: All containers of chemicals and hazardous materials shall be properly labeled or tagged. Chemicals and hazardous materials transferred to other containers must be properly labeled to indicate the product stored within. 14.14.1.3. Safety Data Sheets (SDS): A binder of SDS for all chemicals and hazardous materials used on the job site shall be maintained on the job site in a conspicuous location and made available to all personnel and interested parties. The SDS books shall be updated as new chemicals and hazardous products are imported to the job site not originally included in the SDS binder. 14.14.1.4. Training: All personnel shall be provided training in reading and interpreting SDS and labels. Personnel working with chemicals and/or hazardous materials shall consult the SDS and labels prior to the use of chemicals and hazardous materials. 14.14.1.5. Each respective contractor/subcontractor shall be responsible for maintaining their own Hazard Communications Program, list of chemicals and hazardous products, SDS, and training. Copies shall be provided to Whiting -Turner for any site -specific issues. 14.15. Health Hazard Controls: 14.15.1. Accident/Incident Prevention: 14.15.1.1. It shall be the responsibility of each and every personnel to inspect his/her work area before each shift and periodically throughout the day to ensure a safe work area. If any personnel feel their area is unsafe, they shall report this to their supervisor immediately. 14.15.1.2. The job site shall be inspected daily by the job -site foreman to ensure a safe working environment. 14.15.1.3. All machines, tools, materials, or equipment that is deemed to be unsafe shall be locked and tagged out, as to render them inoperable, and shall be removed from the job site. 14.15.1.4. Only qualified personnel shall operate equipment. 14.15.2. Housekeeping: 14.15.2.1. All forms and/or scrap lumber with protruding nails and other hazardous debris shall be kept clear of all work areas, passageways, and stair, in and around building and construction activities. 331Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.15.2.2. Combustible scrap and debris shall be removed at regular intervals as required. 14.15.2.3. Containers for disposal of waste shall be provided by the contractor. If flammable or hazardous materials require disposal, appropriate containers will be provided. Waste shall be disposed of at frequent and regular intervals. 14.15.3. Means of Egress: 14.15.3.1. In every occupied building or structure, exits shall be arranged so as to provide free and unobstructed egress from all areas of the building structure or construction site. No locks or fastening devices may be used if they prevent the free escape of personnel during emergency situations. 14.15.3.2. Exits shall be marked by a readily visible sign in all cases where the exit or the way to reach an exit is not visible to the occupants. 14.15.3.3. All exits shall be maintained and kept free from obstructions. 14.16. Housekeeping 14.16.1. Clean -as -you -go practices are required. 14.16.2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 14.16.3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 14.16.4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 14.16.5. Any material stored in a work area longer than 24 hours must be approved by Whiting - Turner. 14.16.6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 14.16.7. All chemicals brought on site must be approved by Whiting -Turner. 14.16.8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 14.16.9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 14.16.10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. 14.17. Mobile Elevated Work Platform 341Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.17.1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 14.17.2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 14.17.3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 14.17.4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do SO. 14.18. Motor Vehicles and Mechanize Equipment 14.18.1. Equipment: 14.18.1.1. Whenever the equipment is parked, the parking brake shall be set. Equipment parked on inclines shall have the wheels chocked and the parking brake set. 14.18.1.2. All cab glass shall be safely glass, or equivalent, that introduces no visible distortion affecting the safe operation of any machine. 14.18.2. Motor Vehicles: 14.18.2.1. Tools and materials shall be secured to prevent movement when transported in the same compartment with personnel. 14.18.2.2. Vehicles used to transport personnel shall have seats firmly secured and adequate for the number of personnel to be carried. 14.18.2.3. All motor vehicles shall be equipped with seat belts, and these seat belts shall be worn by personnel at all times during operation. 14.18.3. Material Handling Equipment: 14.18.3.1. These rules apply to the following types of earth moving equipment: loaders, crawler or wheel tractors, bulldozers, graders, agricultural and industrial tractors, and similar equipment. 14.18.3.2. Seat belts shall be provided on all equipment covered by this section except as follows: 14.18.3.2.1. Equipment which is designed only for standup operation. 14.18.3.2.2. Equipment which does not have roll-over protective structure or adequate canopy protection. 351Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.18.3.3. All earth moving equipment mentioned in this section shall have a service braking system capable of stopping and holding the equipment fully loaded. 14.18.3.4. All equipment shall have backup alarms which shall be maintained and operable at all times in which the equipment is backing up. 14.18.4. Site Clearing: 14.18.4.1. Personnel engaged in site clearing shall be protected from hazards of irritant and toxic plants and suitably instructed in the first aid treatment available. 14.18.4.2. All equipment used in site clearing operations shall be equipped with ROPS. 14.19. Personal Protective Equipment 14.19.1. Protective equipment, including personal protective equipment for eyes, face, head, and extremities, protective clothing, respiratory devices, protective shield and barriers, and fall protection equipment shall be the contractor/subcontractor 's responsibility to oversee the proper use of such equipment by their personnel as the job dictates. Personnel of second tier contractor/subcontractor s, suppliers, and owner shall also be responsible to oversee the proper use of such equipment by their respective personnel. 14.19.2. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 14.19.3. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 14.19.4. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 14.19.5. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 14.19.6. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 14.19.7. High visibility vests/gear are required by each person on site. 14.19.8. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. 14.19.9. All personal protective equipment shall be of safe design and construction. 14.19.10. Where personnel provide their own protective equipment, respective employers shall be responsible to assure that equipment is in adequate condition to provide the designed protection 361Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.19.11. Specific tasks requiring additional eye, face protection or goggles may be required by personnel as listed here for example but are not limited to the following: 14.19.11.1. Concrete placement. 14.19.11.2. Using a powder actuated device. 14.19.11.3. During some demolition tasks. 14.19.11.4. Metal grinding. 14.19.11.5. Welding and cutting operations. 14.19.11.6. Cutting operations regardless of material type. 14.19.12. Shorts, tank tops, and loose clothing are not permitted to be worn by personnel on the job site 14.19.13. For ALL fall hazards that are equal to or greater than 6', fall protection must be provided. This includes all trades and tasks. Fall protection equipment including personal fall protection equipment, systems, and hardware shall be provided by The Whiting -Turner Contracting Company for all its personnel. contractor/subcontractor s, suppliers, and the Owner shall provide fall protection equipment, systems, and hardware for their respective personnel as required. Employees shall be trained in the proper use of fall protection equipment, systems, and hardware. 14.19.14. Respirators and protective coverings shall be issued by Whiting -Turner, contractor/subcontractor s, suppliers, and owner to their respective personnel and utilized by personnel in all instances that require such. Training shall be provided in the proper use, fit, and care of respirators and protective coverings and documented on file for future reference. 14.20. Scaffolds 14.20.1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 14.20.2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 14.20.3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 14.20.4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. 371Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.20.5. Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. 14.20.5.1. Green tags are reserved for complete systems 14.20.5.2. Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system 14.20.5.3. Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. 14.21. Signs, Signals and Barricades 14.21.1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible parry's name, company, contact number, and potential hazard. 14.21.2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 14.21.3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. 14.22. Stairways and Ladders 14.22.1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting -Turner projects. 14.22.2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.22.3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 14.22.4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. 3 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.23. Steel Erection 14.23.1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 14.23.2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 14.23.3. Roof penetrations are to be made only when equipment is ready to be installed. 14.23.4. Safety latches on hooks shall not be disengaged or made inoperable. 14.24. Welding and Cutting 14.24.1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 14.24.2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 14.24.3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 14.24.4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 14.24.5. All shields shall be compatible with a hardhat. 14.24.6. Welding and Cutting of Hazardous Materials: 14.24.6.1. Before welding, cutting, or heating is commenced on any surface covered by a preservative coating whose flammability is not known, a test shall be made to determine its flammability. 14.24.6.2. Preservative coatings shall be removed a sufficient distance from the area to be heated to ensure any temperature increase of the unstripped metal will not be appreciable. 14.24.7. Transporting, moving, and storing compressed gas cylinders. 14.24.7.1. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. 14.24.7.2. Valve protection caps shall be in place and secured. 391Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 14.24.7.3. Personnel shall inspect all hoses and connectors periodically throughout the day. Any damaged or defective items shall not be used and should be removed from the job site. 14.24.7.4. When cylinders are hoisted, they shall be secured on a cradle, sling board, or pallet. They shall not be hoisted or transported by means of magnets or choker slings. 14.24.7.5. When cylinders are transported by powered vehicles, they shall be secured in a vertical position. 14.24.7.6. Unless cylinders are firmly secured on a special carrier intended for this purpose, regulators shall be removed, and valve protection caps put in place before cylinders are moved. 14.24.7.7. A suitable cylinder truck, chain, or other steadying device shall be used to keep cylinders from being knocked over while in use or in storage. 14.24.8. Placing cylinders: 14.24.8.1. Cylinders shall be kept far enough away from the actual welding or cutting operation so that sparks, hot slag, or flame shall not reach them. When this is impractical, fire resistant shields shall be provided. 14.24.8.2. Cylinders shall be placed where they cannot become part of an electrical circuit. 14.24.8.3. Cylinders containing oxygen or acetylene, or other fuel gas shall not be taken into confined spaces. 14.24.9. Treatment of cylinders: 14.24.9.1. Cylinders whether full or empty shall not be used as rollers or supports. 14.24.9.2. Smoking shall be prohibited wherever cylinders are stored, handled or used. 14.24.9.3. Areas containing hazardous gas in storage shall be appropriately placarded. 401Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C WHITING -TURNER SITE SPECIFIC SAFETY PLAN 15. Activity Hazard Analysis Procedures: 15.1. This procedure is developed to preplan project work activities and thereby minimizes the opportunities for accident/incidents when the work is actually done. 15.2. Each definable feature of work will be analyzed by the company and crew assigned to perform the work. The work activity will be broken down into small steps where notes will be made concerning the potential for accident/incident/injury during the work and the planned method of preventing the accident/incident/injury. 15.3. Each contractor/subcontractor will prepare an Activity Hazard Analysis (AHA) specific for the definable feature of work which will be reviewed and discussed at the preconstruction meeting and with the crew prior to the start of work. 15.4. Below is a preliminary listing of the project's definable features of work. An AHA will be prepared for each definable feature of work and AHA's may also be used for topics for weekly Tool Box Talks. Definable Feature: Temp Protection Work Earthwork New Storm/Sanitary/Water/Other Utilities Selective Paving Paving and Surfacing Ornamental Metal Fences and Gates Site Furnishings Seeding & Sodding Landscape Concrete Formwork Concrete Reinforcement & Embeds Cast -in -Place Concrete 41 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C "as I WHITING -TURNER SITE SPECIFIC SA Structural Steel Erection Structural Steel Connections Metal Fabrications Masonry Rough Carpentry Finish Carpentry Wood Framing Architectural Woodwork Sheet Membrane Waterproofing Building Insulation Air Barrier Systems Sheet Metal Flashing and Trim Roofing — TPO & Standing Seam Metal Roof Accessories Applied Fireproofing Firestopping Joint Sealants Steel & Aluminum Doors & Frames Flush Wood Doors Access Doors and Panels Coiling Doors and Grilles Aluminum Entrances © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 421Page DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Aluminum Window Wall Metal -Framed Skylights Doors Hardware Glass & Glazing — Frames Glass & Glazing — Glass Gypsum Board Tile Acoustical Ceilings Athletic Flooring Wood/Resilient Flooring Carpet Painting & Finishing Accessories — Display Boards / Cases / Corner Guards / Flagpoles Toilet Compartments Toilet Accessories Cubicle Curtains and Tracks Signage Lockers — Metal / Plastic Fire Protection Specialties Partitions — Folding Miscellaneous Specialties Audiovisual Equipment © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 431Page DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C "Is I WHITING -TURNER SITE SPECIFIC SA Stage Drapery & Rigging Foodservice Equipment — Rough -in Foodservice Equipment — Installation Residential Appliances Blinds & Shades Lightning Protection Security Intrusion Detection Digital, Addressable Fire Alarm System Hangers/Supports/Sleeves — Fire Suppression Hangers/Supports/Sleeves — Plumbing Hangers/Supports/Sleeves — HVAC Insulation — Plumbing Piping Insulation — HVAC Piping — Plumbing Piping — HVAC Piping — Fire Suppression Wet -Pipe Piping — Fire Suppression Dry -Pipe Piping — Sanitary and Waste Piping — Storm Piping — Water Piping — Refrigerant Piping — Natural Gas 441Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Duct — HVAC Electric -Drive, Centrifugal Fire Pumps Pressure Maintenance Pumps Controllers for Fire -Pump Drivers Water Closets / Urinals / Lavatories / Sinks / Showers Pressure Water Coolers Condensing Boilers Air -Cooled Refrigerant Condensers Air Handling Units Unit Heaters Heat Tracing for HVAC Piping Air Terminal Units Diffusers, Registers, and Grilles HVAC Controls Testing, Adjusting, Balancing Hangers/Supports/Sleeves — Electrical Conductors & Cables Raceways & Boxes Wiring Devices Lighting Control Devices Electricity Metering Packaged Engine Generators 451Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Enclosed Switches & Circuit Breakers Transfer Switches Enclosed Controllers Underground Electrical Service Switchboards Panelboards Low -Voltage Transformers Interior Lighting Exterior Lighting Exterior Landscape Lighting Sound and Intercommunications System Cabling for Telephone and Data 461Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 16. Spill Prevention and Containment Plan 16.1. Purpose This policy has been developed to protect the environment by preventing spills and leaks from occurring, or minimizing the impact, during the course of construction. This plan is also written to meet regulatory & client requirements along with best practices adopted at the HCA Behavioral Health Hospital — Fort Worth Project relating to Spill Prevention and Containment Plan (SPCP) and the Storm Water Pollution Prevention Plan (SWPPP). Contractors/subcontractors shall develop their own contingency plans for spills to prepare for spill situations arising from their operations. 16.2. Planning and Preparation -Spill Kits Each trade having vehicles, equipment, or chemicals on -site or responsible for the handling or installation of equipment containing chemicals (radiators, batteries, etc.) on site shall have the appropriate resources for spill prevention and abatement. 16.2.1. Standard spill kit contents should include, but are not limited to: 16.2.1.1. Pads, booms, pillows, and/or granular/powder absorbents 16.2.1.2. Gloves, goggles, apron 16.2.1.3. Dustpan and hand broom 16.2.1.4. Poly disposal bags and labels 16.2.2. Absorbent materials should be appropriate to the types & volume of chemicals/products used or stored, or that contractors are otherwise responsible for. 16.2.3. Universal Sorbents 16.2.3.1. Absorb all types of water -based and oil -based liquids 16.2.3.2. Ideal where many types of liquids are present or in use such as cutting fluids, lubricants, and coolant 16.2.3.3. Not appropriate for a spill kit for work that is near a creek area, bar ditch, pond, or where water may otherwise be standing or flowing 16.2.4. Oil -Only Sorbents 16.2.4.1. Absorb all petroleum -based liquids and repel water 16.2.4.2. Will float on water and absorb oil/fuel products 16.2.5. Hazmat Sorbents 16.2.5.1. Specifically designed and intended for use with aggressive fluids such as acids and bases 471Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 16.2.5.2. Acid neutralizing or amalgamation powders should also be on hand to deal with battery or mercury spills, or stand-alone spill kits should be available 16.2.6. Spill Kit Materials Contained in Vehicles & Equipment 16.2.6.1. To minimize the potential impact of a spill, contractors should keep sorbents (boom, pad, granular, etc.) in vehicles and equipment to immediately abate the flow of any spilled material. As an alternative option, spill kits may be maintained in the immediate work area or close proximity to work operations where vehicles or equipment are in operation. 16.3. Fuel and Chemical Storage Each company or contractor/subcontractor storing chemicals or fuels on the HCA Behavioral Health Hospital — Fort Worth Project site is responsible for safe storage meeting recognized best management practices (BMP's) and specific requirements meeting Federal, State and Local requirements. 16.3.1. Fuels, chemicals, and chemical storage tanks must be approved by Whiting -Turner before arriving on -site 16.3.2. All fuels stored in quantities greater than 5 gallons shall be contained/stored within a secondary containment unit or double -wall tank 16.3.2.1. Truck mounted transfer tanks are authorized when properly secured in or on truck bed and used in accordance with manufacturer requirements. Transfer tanks shall not be used in any other manner or method. 16.3.3. Fuel storage should be located away from areas that may be accessed by vehicles/ equipment or protected from vehicle equipment damage by "jersey barriers"/"k-rails", bollards, or other substantial protection approved by Whiting -Turner 16.3.4. Fuel and chemical storage is only authorized in areas designated by Whiting -Turner. 16.3.5. Fuel cans are to be a metal -type safety can with flame arrestor 16.3.6. Fuel cans when not in use shall be stored in an approved flammable locker/cabinet, grounded per manufacturer requirements 16.3.7. Fuel and chemical storage areas shall have the appropriate number and type of fire extinguishers based on the size, configuration, and fuels or chemicals stored in the location(s) specified per OSHA requirement 16.3.8. Fuel storage areas are to have a spill kit in the immediate area 16.3.9. A catch pan should be utilized to capture small leaks when fueling 481Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 16.3.10. Fuel or chemical drums stored on site shall be placed on containment pallets with a cover over the storage area to prevent rainwater collection 16.3.10.1. Water -based floor sealers and concrete curing compounds are exempted from this requirement 16.3.11. Chemicals may not be stored within any building without consent from the Whiting - Turner superintendent. Chemicals in the building are restricted to immediate use, within 24 hours, and must have signage affixed identifying the chemical/product, hazards, the responsible contractor, contact information. Proper barricades must be in place to prevent inadvertent contact or spills and to prevent work over the area. 16.3.12. See CFR 1926.152 and NFPA 30 for additional requirements 16.4. Tank truck loading/unloading (40 CFR 112.7(h)) Tank truck unloading procedures shall meet the minimum requirements and regulations established by the Department of Transportation in 49 CFR 177 Subpart B which are summarized below. 16.4.1. No product shall be unloaded unless the hand brake is securely set and all other reasonable precautions (i.e., wheel chocking) are taken to prevent motion of the tank truck. 16.4.2. No smoking or any other sources of spark or flame will be allowed in the vicinity of the unloading operation. 16.4.3. Unless the engine of the tank truck is to be used for the operation of a pump, no product shall be unloaded while the engine is running. 16.4.4. No product shall be unloaded until all bonding and grounding requirements have been met. 16.4.5. A minimum of two (2) people will be present during unloading to visually observe transfer operations. At a minimum this will include the delivery driver and a responsible designated person from the contracting company purchasing the fuel. 16.4.6. Drip pans, catchment basins, or absorbent materials will be used where small drips and spills occur. Spill kits are commonly carried on the delivery truck. Spill kits are available at several locations on the site. 16.4.7. Each tank truck will be visually inspected prior to departure to prevent accidental/incidental disconnection of flexible transfer lines. 16.4.8. Significant spillage will be handled by outside contract assistance as needed. 16.4.9. All vehicles entering the facility shall be warned not to endanger aboveground piping or other oil transfer operations. 491Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C 16.5. Maintenance Procedures Vehicle and equipment maintenance on the construction site can easily pose environmental risks if adequate precautions are not taken. Maintenance on vehicles and equipment shall only be conducted by qualified, designated persons to minimize the potential for error, injury, and spills. contractor/subcontractor s are responsible for service trucks and maintenance conducted to ensure work is conducted with controls in place to capture or minimize spills. When performing work on fuel or hydraulic systems, changing fuel/oil filters, radiators, and other components that have the potential to leak or bleed during maintenance procedures, the following controls shall be in place. 16.5.1. Notification of service work is to be given before work commences to responsible trade 16.5.2. Personnel performing maintenance have emergency contact information in the event of a spill or work is supervised by the contractor/subcontractor /subcontractor 16.5.3. Maintenance personnel are to be instructed on the requirements of this program and their associated duties/responsibilities 16.5.4. Designated maintenance areas do not currently exist at the HCA Behavioral Health Hospital — Fort Worth Project, but maintenance is NEVER to be conducted adjacent to any creek, stream, ditch, or other waterway 16.5.5. Plastic sheeting or catch pans properly positioned under equipment 16.5.6. Spill kit materials in service truck or within a short distance of the area in which work is being performed\ 16.5.7. Any spilled material onto sheeting or into secondary containment shall be immediately cleaned up with absorbent material and properly disposed of by the service contractor/subcontractor or taken to the HCA Behavioral Health Hospital — Fort Worth Site waste collection point 16.6. Spills Each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project is responsible for any spills as a result of their work operations, vehicles, equipment, or fuels/chemicals brought on site or otherwise responsible for. Any spill of petroleum product or chemical requires notification to Whiting -Turner Superintendent and EH&S Manager immediately after spill is abated, and sooner if assistance is required. Spill Response Procedures from HCA Behavioral Health Hospital — Fort Worth SPCP Plan 16.6.1. Secure the area and identify the spilled material using the container label and/or the SDS. 16.6.2. If material is flammable, bring an appropriate fire extinguisher into the area. 16.6.3. Turn off any operating equipment in the area. 501Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C r- -N 16.6.4. Notify Whiting -Turner Superintendent who will help determine the appropriate course of action. 16.6.5. If a fire or other serious emergency occurs, follow the emergency response procedures for fire and evacuation. 16.6.6. Responders should use gloves, boots, safety/goggles and other personal protective equipment as necessary. Do not work alone. 16.6.7. Spills of hydraulic fluid, oil and other petroleum products should always be cleaned up immediately to prevent discharge of these fluids with storm water runoff. Use booms, pads, pillows, rags or other absorbent material contained in the spill kit. 16.6.8. Spill kits are available on the site. Spill kits shall be provided by each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project. 16.6.9. Soil or other media that has been contaminated with petroleum or other pollutants should be excavated or removed to prevent contaminated discharges from reaching a property boundary or creek. Petroleum contaminated soil should be cleaned up and disposed of properly. Scoop up the material with appropriate equipment into a compatible leak -proof container or drum. Storage containers should be kept closed, clean, and free of oily residue. 16.6.10. Initially label the container with a general description of the contents. Contact the Emergency Coordinator responsible for the tank for proper EPA and DOT Labels and disposition. 16.6.11. Any reusable equipment used with flammable material should be cleaned and allowed to dry in a well -ventilated area away from heat, flame or spark. 16.6.12. Replenish all spill response equipment used during the event. 16.6.13. Complete a Spill Report Form and submit to Whiting -Turner Safety. 16.7. Spills to Waterways Spills to creeks, streams, bar ditches, surface water, or other waterway are generally considered the most severe type of spill situation, and all personnel must understand the importance of planning and response to avoid a catastrophic environmental situation. Oil-only/floating booms shall be placed and secured on the water, downstream, to prevent migration off site. Whiting - Turner EH&S Manager must be contacted immediately after spill is abated, or sooner if assistance is required. Spills to waterways can be disastrous and cleanup for the affected contractor(s) can be incredibly difficult and expensive. 16.7.1. Develop of list of onsite contractors or personnel who may be able to assist. 16.7.2. HCA Behavioral Health Hospital — Fort Worth Spill Response Contractor Contacts 51 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C WHITING -TURNER SITE SPECIFIC SAFETY PLAN 16.7.3. The services of a spill response contractor/subcontractor should be retained, or service agreement planned and developed to expedite spill cleanup response. 16.7.3.1. TBD 16.8. Cleanup 16.8.1. The abatement of the spill, including removal of contaminated soil, and confirmation of cleanup soil samples shall be taken for any spills not on a paved surface. Whiting -Turner requires over -excavation of the spilled area to ensure all contaminated soil/screenings are fully removed. Soil samples are to be taken after excavation of the area has been completed. Plastic sheeting may be placed over the excavated area to prevent runoff, contamination of adjacent areas, and to ensure accurate results are obtained. Proper disposal of the soil/screenings is to be completed by a certified waste hauler. 16.8.2. Disposal of small quantities of labeled & bagged sorbents or small quantities of bagged contaminated soil may be taken to the collection area provided by the subcontractor. Antifreeze, petroleum, and battery acid contaminated material will NOT be accepted on - site. 16.9. Training 16.9.1. All employees at the HCA Behavioral Health Hospital — Fort Worth Project will receive awareness -level instruction on the importance of spill prevention and reporting. Spill procedures will be covered periodically in site safety focus meetings by Whiting -Turner. It is however the responsibility of the contractor/subcontractor to train -to -competency competent persons for spill response, and all employees on the following: 16.9.1.1. The importance of spill prevention and protection of the environment 16.9.1.2. Spill reporting procedures for their company and emergency contacts 16.9.1.3. Where spill kits are located and what the contents are 16.9.1.4. Spill response procedures, what types and quantities of spills employees may abate and the safety procedures to do so 521Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EMERGENCY ACTION PLAN Job Site Name and Number: #019474- HCA Behavioral Health Hospital - Fort Worth Site Address: 9000 North Freeway, Fort Worth, TX 76244 This plan was prepared by: Name: Krvstal Atcheson-Todd Title: Superintendent Signature: Date: 1/5/2023 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Purpose: • This plan is for the safety and well-being of the employees working at HCA Behavioral Health Hospital - Fort Worth It identifies necessary management and employee actions during Fires and other Emergencies. Education and training must be provided so that all employees know and understand the contents of the Emergency Action Plan. Location of Plan: • Each Trade Supervisor has been provided a copy of this plan. A copy will also be maintained at the Whiting -Turner Contracting Company Field office. • Any questions concerning this plan should be directed to the plan preparer Krystal Atcheson-Todd Emergency Policy: • It is the policy of this Project that all employees should evacuate the building in case of Fire or other Life Threating Emergency. Alarm System and Notification of Emergencies: • In an emergency, employees will be notified by the following means of notification: 3 Airhorn Blasts This system should provide warning for necessary emergency action and sufficient time for safe evacuation of employees from the work place. 2 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Escape Procedures and Exit Routes: All exits will remain unlocked and unobstructed during work hours. All employees must exit the building in an orderly manner. • The following Company Employees will leave the building through EXIT#1: Q All workers will exit out of the closest exit M • The following Company Employees will leave the building through EXIT#2: Q All workers will exit out of the closest exit Eel Diagrams of the various exit routes will be posted prominently in the work space and are attached to this plan. 3 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Reporting Emergencies: An employee, upon discovering an emergency situation, shall immediately notify other employees in the area of the situation and sound on appropriate alarm. As soon as safely possible, the situation shall be reported to Whiting -Tuner Field Office and the appropriate outside emergency personnel. Type of Emergency: Contact: Phone Number: Fire Fort Worth Fire 911 Medical Emergency Fort Worth EMS 911 Electric Hazard Tri-County Electric Coop. 817-444-3201 Bio-Hazard Fort Worth Fire 911 Other Tornado/Severe Storm 2 Air Horn Blasts These Emergency Numbers Shall Be Prominently Posted Near Each Telephone 4 DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Within this Field Office, the following personnel have the duty to ensure that outside emergency personnel have been contacted. They are also responsible for coordinating with outside emergency personnel on the scene and provide direction to the site of the emergency. These personnel are listed in descending order of availability: Name: Phone Number: 1. Krystal Atcheson-Todd 469-304-8882 2. Dusty Roberts 3. Field Engineer 4. 5 682-206-8150 TBD DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Accounting for On -site Employees: After exiting the building, all employees are to assemble for "roll - call" at the following location: Trailer Complex The following personnel are responsible for ensuring that that their employees comply with this requirement, conducting the "roll -call" and reporting to Whiting Turner Contracting Company or the outside personnel the last known location of any missing employees. Name: • Foremen's Names: 2 Company: DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Rescue and Medical Duties: The following personnel are trained and certified in both CPR and general First Aide. In case of a Medical Emergency, they are available to assist until the outside emergency personnel reach the scene. Name: Krystal Atcheson-Todd Company: Whiting Turner Phone #: 469-304-8882 Name: Dusty Roberts Company: Whiting Turner Phone #: 682-206-8150 Name: Company: Phone #: Name: Company: Phone #: DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Critical Operation Shut -down: In order to minimize the damage or danger from a Fire or other Emergency, this Project has determined that certain critical operations should be shutdown immediately. The following personnel are responsible for shutting down the listed critical operations: Name: Company: Tri-County Electric Cooperative - 817-444-3201 Critical Operation: Electrical Power Name: Company: Atmos - 1-866-322-8667 (Emergency Line) Critical Operation: Natural Gas Name: Company: Critical Operation: Name: Company: Critical Operation: M. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Further Information: Any suggestions, comments, or questions for improvement of this plan should be directed to: Name: Krystal Atcheson-Todd Phone#: 469-304-8882 M DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C �{� eet p`� Ae�r� N � GATE #1 EX. PUBLIC 12" WATERLINE X-20561 / 'y _$50.00' PROP. 10" PRIVATE LOOP— H�g - _ _ L=377.26 T=191.79 CB=N '44'31 1 u 6 66��0j q G 6 G .00 sop 72 _ 1 � 1 Temporary Construction Road EX. PUBLIC 12 GATE #2 . / i i PROP. PRIVATE E SANITARY SEWE u EXIT #; v PROP. PRIVATE SANITARY SE\ CLEANOUT (r r :j PROP. 3" DOMESTICI WATER LIN . rl i I. . DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C EXHIBIT K WT UTILITY AVOIDANCE POLICY SC34 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C UTILITY LOCATIONP AVOIDANCE POLICY Effective Date: 06/01 /2019 All Whiting -Turner Project teams shall ensure that the following protocols for underground utility location are adhered to on all Whiting -Turner Job Sites. There are no exceptions to this protocol unless by written petition approved and signed by a Whiting -Turner Senior Vice President. Any petition to gain exception to this protocol shall include a detailed discussion stating why the protocol is being deemed unnecessary and 100% assuredness that every direct buried and encased utility has been located. Whiting -Turner Team Implementation Notify and schedule a preconstruction meeting three (3) weeks in advance of excavation work. Required attendees of this meeting shall be as follows: • Whiting -Turner Project Manager and Lead Superintendent • Subcontractor's excavation authorized competent person • Subcontractor's operator(s) • Utility locator Representatives of owners/design teams, with direct knowledge of existing underground conditions Utility company representatives (on public property) DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C Protocol Whiting -Turner shall: • Conduct the Excavation/Utilities Subcontractor Preconstruction Review using Whiting -Turner's form as the agenda of the meeting • Conduct a walk/discussion of the work area with all required parties • Assure at completion of the meeting, all parties sign the form where applicable All contractors whose work involves excavations or trenching shall be required to: • Attend and participate in Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction review resulting in completion of Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review form • Provide Vacuum Truck potholing services at required intervals prior to disturbing any soil • Ensure Excavation Equipment Operator(s) attendance for Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review, site walk and Excavation Equipment Operator's/Utility Avoidance Orientation • Notify 811 call centers to have utilities identified and marked by utility provider or private locator. • Once utilities are identified and marked, locate all utilities by potholing method utilizing a vacuum truck(s). Utilities that will be continuously encountered must be located again at the following frequency: • Direct burial utilities must be relocated every 50 feet • Utilities encased must be relocated every 100 feet • Ensure that all their Equipment Operators involved in utility excavation work attend the Whiting -Turner Excavation/Utilities Subcontractor Preconstruction Review, Site Walk and Excavation Equipment Operator's/ Utility Avoidance Orientation • Ensure that all their Operators set up and start the digging process following rules and requirements as listed in the Excavation Equipment Operators/Utility Avoidance Orientation If work is suspended for 3 weeks, or if conditions change, the forms and operator orientation must be reviewed by all responsible parties prior to restarting work DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C UTILITY LOCATION/ AVOIDANCE SUBCONTRACTOR PRECONSTRU( Whiting -Turner lead superintendent and project manager wi on items below Job Name: Activity Start Date: Activity Start Time: Excavation Subcontractor: Location of Excavation: Excavation Purpose: Date: Activity End Date: Activity End Time: Sub -tier Contractors: 1. Place check marks in boxes next to utilities that are known and marked on provided as built drawings. ❑ Electric ❑ Gas ❑ Tele/Data ❑ Water ❑ Sanitary Sewer ❑ Cable ❑ Steam Line ❑ Other: In addition to the check marks that were placed above, circle any utilities that could potentially be present as unidentified in the work area(s). 2. Which of the following will be utilized to provide underground utility identification? ❑ Subcontractor authorized person: ❑ State Locator (MISS Utility, Call Before You Dig, etc.); Ticket #: ❑ Private 3rd Party Locator: 3. After utilities are marked on this date a representative from the Owner, Whiting -Turner, Excavation Subcontractor, Utility Locator and the Equipment Operator(s) will walk the work area to review and discuss where known and potentially unknown utilities may be located prior to commencement of soil disturbing activities. 4. Name of excavation subcontractor authorized competent person responsible for reviewing as -built drawings, interpreting marks left by locators, identifying all services to buildings, consulting maps, field sketches, and surveying the site for additional signs and curb markings. Name: Title: 5. Name of excavation subcontractor authorized competent person responsible for ensuring that all persons involved in the work (including equipment operators) are aware of safe work practices and procedures to perform the work? Name: Title: Contact # 6. Name of Vacuum Truck company the excavation subcontractor will use to perform vacuum potholing. Name: Contact: DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C UTILITY LOCATION/ AVOIDANCE Potholing for reoccurring direct buried utilities is required every 50 feet Potholing for reoccurring encased utilities is required every 100 feet 7. If a utility strike or other emergency occurs, name the subcontractor authorized competent person who will be responsible for notifying the appropriate emergency contact personnel listed below: All utility valve and switch whereabouts and shut down procedures must be identified and known. Prior to start of work, list the location of each applicable valve or switch so that access is immediate in case of emergency. Electric: Name of Contact: Contact #: Water: Name of Contact: Contact #: Gas: Name of Contact: Contact #: Steam: Name of Contact: Contact #: Fire: Contact# Name of Contact: Contact #: Whiting -Turner Lead Superintendent: Contact #: 8. Care must be taken to prevent non -construction personnel from entering work areas. What type of barricades will you as the excavation subcontractor be utilizing to ensure that the work area is isolated from non -construction personnel? 9. If the work will take place next to adjacent buildings, the subcontractor authorized competent person must ensure that exhaust and dust does not enter building air intakes. What methods will you as the excavation subcontractor be utilizing to control this exposure? 10. Attach copies of as -built drawings, documentation of interpreting marks left by locators, consulting maps/field sketches, models and any other information utilized to predetermine potential utility locations and services to the building. 11. Prior to backfill of excavation, subcontractor must verify and provide Whiting -Turner Superintendent with utilities GPS locations and depths. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C UTILITY LOCATION/ AVOIDANCE Subcontractor Representatives: Company Name: Name (Print): Signature: Name (Print): Signature: Name (Print): Signature: Date: Date: Subcontractor's Excavation Operator Representatives: Company Name: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Whiting -Turner Representatives Whiting -Turner Project Manager (Print): Date: Signature: Whiting -Turner Superintendent (Print): Date: Signature: This review has been conducted for the work, days and times listed above. Any change in operation will require a new review conducted by affected parties prior to start of new work. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI It is Whiting -Turner's policy that every reasonable effort be taken to eliminate recognized hazards from our operations. In the construction industry, utility -related incidents continue to occur on nearly a daily basis. In an effort to help avoid these types of occurrences, Whiting -Turner has created an excavation equipment operator/utility avoidance orientation to heighten awareness of potential known hazards associated with these activities. Every operator involved, plays an instrumental role in performing these tasks safely and avoiding unplanned strikes of buried utilities. To assist operators in accomplishing these tasks in a safe manner, Whiting -Turner has developed guidelines to follow when performing excavation work near existing utilities on Whiting -Turner project sites so that hazards to operators, fellow workers and the public in general can be avoided. Operator rules and requirements for avoidance of direct buried utility strikes It is this Whiting -Turner Project Team's expectation that all excavation equipment operators will make every reasonable effort to avoid strikes of direct buried utilities while working on this project site. Whiting -Turner considers this as a condition of working on this project site. Name of subcontractors authorized competent equipment operator responsible for working on this Whiting -Turner project site: • Company: • Name: • Name: • Name: Prior to disturbing soil, you as the equipment operator shall: • Ensure that you have the required skill and experience to operate the equipment that you will be using to perform the work. • Inspect your equipment to ensure that all aspects of the equipment are functioning properly. • Ensure that you are familiar with how all equipment responds when operating it. • Familiarize yourself with site surroundings, landmarks, marks, existing utilities, etc. • Actively participate in the preconstruction meeting discussions and job walks. DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI, When Digging Commences: • Ensure that you have good visibility (i.e., clear glass, no obstacles and no glare). • Pay close attention to the marks the locater has provided. Do not deviate from these marks. • Make slow, deliberate movements when operating equipment. Do not get in a hurry and/or make quick orjerky movements during operation. • Do not use machinery to dig within 48 inches of a marked utility line. Once this boundary is reached, stop the equipment, rest the bucket on the ground, take your hands off the control levers and wait to receive direction to proceed from your designated authorized competent person. • Do not attempt to remove spoils by making sweeping motions with equipment bucket when within the 48-inch boundary of the located utility marks. • Do not try to break hard ground by using the bucket to repeatedly impact the ground. • Utilize the bucket that has the least likelihood of striking and damaging a utility line. • Utilize spotters when necessary. Ensure that spotters are always within your sight and out of danger of being struck by your equipment. • Dig parallel to lines removing six (6) inches of soil or less per pass. • Pay close attention to depths of differing utility lines. • Stay focused. Do not engage in anything distracting while sitting behind the controls of the equipment. • Do not smoke near or on the equipment. • Do not leave the seat of running equipment. • Backfill carefully. Do not drop rocks or clods on exposed utilities. • Make sound decisions based on well thought outjudgments. • If unsure of how to proceed safely, stop and seek guidance from your supervisor. By signing below, you acknowledge that Whiting -Turner's Excavation Equipment Operator/Utility Avoidance Orientation has been discussed with you. I understand and agree to follow all rules and requirements as discussed. Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: DocuSign Envelope ID: 6FOCC6AO-FC68-47A7-9CAF-27BA03D9375C DISCLAIMER The information contained in this Policy is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Policy is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate safety plan and/or site -specific safety planning and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety planning must meet or exceed the requirements of the Whiting -Turner's EH&S program and this Policy, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Policy and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Policy and makes no representation to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incident, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. DATE (MM/DD/YYYY) ACC " CERTIFICATE OF LIABILITY INSURANCE 7/7/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Elvia Salazar IBTX Risk Services PHONE FAX 32335 US Hwy 281 N., Suite #102 I (A/C. No. Ext): 214-989-7100 (A/C. No): 210-696-8414 Bulverde TX 78163 I ADDRESS: service@Ib-tX.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Zurich American Insurance Company 16535 INSURED MOSSUTI-01 Moss Utilities, LLC INSURER B : Starr Indemnity & Liability Company 38318 11050 Ables Lane I INSURERC: Tokio Marine Specialty Insurance Company 23850 Dallas TX 75229 I INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: 1855048216 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY GLO 2927026 7/1/2023 7/1/2024 EACH OCCURRENCE $ 2 000 000 CLAIMS -MADE OCCUR X Contractual Liab X XCU GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑X PRO- LOC JECT OTHER: A AUTOMOBILE LIABILITY BAP 2927027 7/1/2023 7/1/2024 X ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS X HIRED X NON -OWNED AUTOS ONLY AUTOS ONLY B UMBRELLA LIAB H OCCUR 1000587163231 7/1/2023 7/1/2024 X EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANYPROPRI ETOR/PARTNER/EXECUTIV 1- OFFICER/MEMBER EXCLUDED? IN I N/A (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below C Pollution Liability C Professional Liability DAMAGE TO RENTED PREMISES (Ea occurrence) $ 1,000,000 MED EXP (Any one person) $ 10,000 PERSONAL & ADV INJURY $ 2,000,000 GENERAL AGGREGATE $4,000,000 PRODUCTS - COMP/OP AGG $ 4,000,000 COMBINED SINGLE LIMIT $ 2,000,000 (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) EACH OCCURRENCE $ 4,000,000 AGGREGATE $ 4,000,000 WC 2927025 7/1/2023 7/1/2024 IX I PER STATUTE I ERH E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 PPK2428531 7/1/2023 7/1/2024 Each Claim $2,000,000 PPK2428531 7/1/2023 7/1/2024 Aggregate $2,000,000 Retention $25,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The General Liability and Auto policies include blanket additional insured endorsements (U-GL-2162-A CW 02/19 & U-CA-424-F CW 04/14) as required in a written contract with the Named Insured. The General Liability, Auto, Work Comp & Umbrella policies include a blanket waiver of subrogation endorsement (U-GL-1345-C CW 03/20, U-CA-424-F CW 04/14,) WC000313)as required in a written contract with the Named Insured. Primary Noncontributory wording per attached endorsements (U-GL-2162-ACW 02/19. Cancellation provisions -see attached (U-GL-1 521 -BCW 01/19, U-CA-832ACW 01/13 & WC990643). Excess Liability follow form of the General Liability, Auto and Work Compensation policies subject to policy terms and conditions. Certificate Holders Continued: The City of Fort Worth, its officers, employees and servants. Project #2325 - Medical City Alliance Behavior Health. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. CITY OF FORT WORTH 1000 THROCKMORTON AUTHORIZED REPRESENTATIVE FORT WORTH TX 76102 �vC ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Named Insured: Moss Utilities, LLC Policy Number: GLO 2927026-02 9 Additional Insured — Automatic — Owners, Lessees Or ZURICH Contractors THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 2927026-02 I Effective Date: 7/1/2023 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II — Who Is An Insured is amended to include as an additional insured any person or organization whom you are required to add as an additional insured under a written contract or written agreement executed by you, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the following: 1. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or b. The ISO CG 20 37 (10/01 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" arises out of: (1) Your ongoing operations, with respect to Paragraph 1.a. above; or (2) "Your work", with respect to Paragraph 1.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 1., insurance afforded to such additional insured: (a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 2. If such written contract or written agreement specifically requires that you provide that the person or organization be named as an additional insured under one or both of the following endorsements: a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or b. The ISO CG 20 37 (07/04 edition), such person or organization is then an additional insured with respect to such endorsement(s), but only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, U-GL-2162-A CW (02/19) Page 1 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. in the performance of: (a) Your ongoing operations, with respect to Paragraph 2.a. above; or (b) "Your work" and included in the "products -completed operations hazard", with respect to Paragraph 2.b. above, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 2., insurance afforded to such additional insured: (i) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. 3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to ongoing operations (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations, which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 3., insurance afforded to such additional insured: (a) Only applies to the extent permitted by law; (b) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; and (c) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs during the policy period and subsequent to your execution of the written contract or written agreement. 4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that you provide that the person or organization be named as an additional insured: a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or b. With respect to the "products -completed operations hazard" (if no form is specified), such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage" is caused, in whole or in part by "your work" and included in the "products -completed operations hazard", which is the subject of the written contract or written agreement. However, solely with respect to this Paragraph 4., insurance afforded to such additional insured: (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured; (3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to your execution of the written contract or written agreement; and (4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the "products -completed operations hazard" unless the written contract or written agreement specifically requires that you provide such coverage to such additional insured. U-GL-2162-A CW (02/19) Page 2 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or failure to render, any professional architectural, engineering or surveying services including: 1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional architectural, engineering or surveying services. C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: The additional insured must see to it that: (1) We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim; (2) We receive written notice of a claim or "suit' as soon as practicable; and (3) A request for defense and indemnity of the claim or "suit' will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured if the written contract or written agreement requires that this coverage be primary and non-contributory. D. Solely with respect to the coverage provided by this endorsement: 1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions: Primary and Noncontributory insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: a. The additional insured is a Named Insured under such other insurance; and b. You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV — Commercial General Liability Conditions: This insurance is excess over: Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by a written contract or written agreement to provide coverage to the additional insured on a primary and non- contributory basis. E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of this endorsement, the following is added to Section III — Limits Of Insurance: Additional Insured — Automatic — Owners, Lessees Or Contractors Limit The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-2162-A CW (02/19) Page 3 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or 2. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-2162-A CW (02/19) Page 4 of 4 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Named Insured: Moss Utilities, LLC Policy Number: BAP 2927027-02 19 Coverage Extension Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'1. Prem Return Prem. BAP 2927027-02 7/1/2023 7/1/2024 7/1/2023 50858000 INCL THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Business Auto Coverage Form Motor Carrier Coverage Form A. Amended Who Is An Insured 1. The following is added to the Who Is An Insured Provision in Section II — Covered Autos Liability Coverage: The following are also "insureds": a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while performing duties related to the conduct of your business. b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow to transport your clients or other persons in activities necessary to your business. c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement. d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or written agreement with you executed prior to any "accident", including those person(s) or organization(s) directing your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of operations governed by such contract or agreement and only up to the limits required in the written contract or written agreement, or the Limits of Insurance shown in the Declarations, whichever is less. 2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form: Coverage for any person(s) or organization(s), where required by written contract or written agreement with you executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the terms and conditions of the Coverage Form. B. Amendment— Supplementary Payments Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage are replaced by the following: (2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. U-CA-424-F CW (04-14) Page 1 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. C. Fellow Employee Coverage The Fellow Employee Exclusion contained in Section II — Covered Autos Liability Coverage does not apply. D. Driver Safety Program Liability and Physical Damage Coverage 1. The following is added to the Racing Exclusion in Section II — Covered Autos Liability Coverage: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. 2. The following is added to Paragraph 2. in the Exclusions of Section III — Physical Damage Coverage of the Business Auto Coverage Form and Paragraph 2.b. in the Exclusions of Section IV — Physical Damage Coverage of the Motor Carrier Coverage Form: This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not limited to, auto or truck rodeos and other auto or truck agility demonstrations. E. Lease or Loan Gap Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Lease Or Loan Gap Coverage In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a covered "auto", less: a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and b. Any: (1) Overdue lease or loan payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Security deposits not returned by the lessor; (4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the loan or lease; and (5) Carry-over balances from previous leases or loans. F. Towing and Labor Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following: We will pay up to $75 for towing and labor costs incurred each time a covered "auto" of the private passenger type is disabled. However, the labor must be performed at the place of disablement. G. Extended Glass Coverage The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section: If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass repaired rather than replaced. H. Hired Auto Physical Damage — Increased Loss of Use Expenses The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by the following: Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We will pay for loss of use expenses if caused by: U-CA�424-F CW (04-14) Page 2 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered "auto"; (2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered "auto"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto". However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000. I. Personal Effects Coverage The following is added to the Coverage Provision of the Physical Damage Coverage Section: Personal Effects Coverage a. We will pay up to $750 for "loss" to personal effects which are: (1) Personal property owned by an "insured"; and (2) In or on a covered "auto". b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of: (1) The reasonable cost to replace; or (2) The actual cash value. c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto". No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following: (1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other documents of value. (2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious or semi-precious stones. (3) Paintings, statuary and other works of art. (4) Contraband or property in the course of illegal transportation or trade. (5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any coverage provided by this Provision is excess over any other insurance coverage available for the same "loss". J. Tapes, Records and Discs Coverage 1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph 13.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply. 2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the Physical Damage Coverage Section: We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices: (a) Are the property of an "insured"; and (b) Are in a covered "auto" at the time of "loss". The most we will pay for such 'loss" to tapes, records, discs or other similar devices is $500. The Physical Damage Coverage Deductible Provision does not apply to such 'loss". U-CA�424-F CW (04-14) Page 3 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. K. Airbag Coverage The Exclusion in Paragraph 13.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage Form and the Exclusion in Paragraph 13.4.a. of Section IV — Physical Damage Coverage in the Motor Carrier Coverage Form does not apply to the accidental discharge of an airbag. L. Two or More Deductibles The following is added to the Deductible Provision of the Physical Damage Coverage Section: If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you by us, the following applies for each covered "auto" on a per vehicle basis: 1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or 2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. M. Physical Damage — Comprehensive Coverage — Deductible The following is added to the Deductible Provision of the Physical Damage Coverage Section: Regardless of the number of covered "autos" damaged or stolen, the maximum deductible that will be applied to Comprehensive Coverage for all "loss" from any one cause is $5,000 or the deductible shown in the Declarations, whichever is greater. N. Temporary Substitute Autos — Physical Damage 1. The following is added to Section I — Covered Autos: Temporary Substitute Autos — Physical Damage If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following types of vehicles are also covered "autos" for Physical Damage Coverage: Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered "auto" you do own but is out of service because of its: 1. Breakdown; 2. Repair; 3. Servicing; 4. "Loss"; or 5. Destruction. 2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section: Temporary Substitute Autos — Physical Damage We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any other party. The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it replaces. O. Amended Duties In The Event Of Accident, Claim, Suit Or Loss Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following: a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit" or "loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any U-CA�424-F CW (04-14) Page 4 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. agent, servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the insurance afforded by this policy. Include, as soon as practicable: (1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit"; (2) The "insured's" name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon as practicable after the fact of the delay becomes known to you. P. Waiver of Transfer Of Rights Of Recovery Against Others To Us The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or "loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only applies to the person or organization designated in the contract. Q. Employee Hired Autos — Physical Damage Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced by the following: For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or elected or appointed official with your permission while being operated within the course and scope of that "employee's" employment by you or that elected or appointed official's duties as respect their obligations to you. However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto". R. Unintentional Failure to Disclose Hazards The following is added to the Concealment, Misrepresentation Or Fraud Condition: However, we will not deny coverage under this Coverage Form if you unintentionally: (1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or (2) Make an error, omission, improper description of "autos" or other misstatement of information. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to the acceptance of this policy. S. Hired Auto — World Wide Coverage Paragraph 7a.(5) of the Policy Period, Coverage Territory Condition is replaced by the following: (5) Anywhere in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less, T. Bodily Injury Redefined The definition of "bodily injury" in the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish, resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease. U-CA�424-F CW (04-14) Page 5 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. U. Expected Or Intended Injury The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability Coverage is replaced by the following: Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. V. Physical Damage — Additional Temporary Transportation Expense Coverage Paragraph A.4.a. of Section III — Physical Damage Coverage is replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". W. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The following is added to Paragraph A. Coverage of the Physical Damage Coverage Section: In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or "auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease agreement. To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas, either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source. X. Return of Stolen Automobile The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section: If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. All other terms, conditions, provisions and exclusions of this policy remain the same. U-CA�424-F CW (04-14) Page 6 of 6 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Named Insured: Moss Utilities, LLC Policy Number: GLO 2927026-02 9 General Liability Supplemental Coverage Endorsement ZURICH THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 2927026-02 I Effective Date: 7/1/2023 This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following changes apply to this Coverage Part. However, endorsements attached to this Coverage Part will supersede any provisions to the contrary in this General Liability Supplemental Coverage Endorsement. A. Broadened Named Insured 1. The following is added to Section II — Who Is An Insured: Any organization of yours, other than a partnership or joint venture, which is not shown in the Declarations, and over which you maintain an ownership interest of more than 50% of such organization as of the effective date of this Coverage Part, will qualify as a Named Insured. However, such organization will not qualify as a Named Insured under this provision if it: a. Is newly acquired or formed during the policy period; b. Is also an insured under another policy, other than a policy written to apply specifically in excess of this Coverage Part; or c. Would be an insured under another policy but for its termination or the exhaustion of its limits of insurance. Each such organization remains qualified as a Named Insured only while you maintain an ownership interest of more than 50% in the organization during the policy period. 2. The last paragraph of Section II — Who Is An Insured does not apply to this provision to the extent that such paragraph would conflict with this provision. B. Newly Acquired or Formed Organizations as Named Insureds 1. Paragraph 3. of Section II —Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain an ownership interest of more than 50% of such organization, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. An additional premium will apply in accordance with our rules and rates in effect on the date you acquired or formed the organization. U-GL-1345-C CW (03/20) Page 1 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 2. The last paragraph of Section II — Who Is An Insured does not apply to this provision to the extent that such paragraph would conflict with this provision. C. Insured Status — Employees Paragraph 2.a.(1) of Section II — Who Is An Insured is replaced by the following: 2. Each of the following is also an insured: a. Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees", other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insureds for: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -"employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co -"employee" or "volunteer worker' as a consequence of Paragraph (1)(a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However: Paragraphs (1)(a) and (1)(d) do not apply to your "employees" or "volunteer workers", who are not employed by you or volunteering for you as health care professionals, for "bodily injury" arising out of "Good Samaritan Acts" while the "employee" or "volunteer worker" is performing duties related to the conduct of your business. "Good Samaritan Acts" mean any assistance of a medical nature rendered or provided in an emergency situation for which no remuneration is demanded or received. Paragraphs (1)(a), (b) and (c) do not apply to any "employee" designated as a supervisor or higher in rank, with respect to "bodily injury" to co -"employees". As used in this provision, "employees" designated as a supervisor or higher in rank means only "employees" who are authorized by you to exercise direct or indirect supervision or control over "employees" or "volunteer workers" and the manner in which work is performed. D. Additional Insureds — Lessees of Premises 1. Section II — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) who leases or rents a part of the premises you own or manage who you are required to add as an additional insured on this policy under a written contract or written agreement, but only with respect to liability arising out of your ownership, maintenance or repair of that part of the premises which is not reserved for the exclusive use or occupancy of such person or organization or any other tenant or lessee. This provision does not apply after the person or organization ceases to lease or rent premises from you. However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. 2. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: U-GL-1345-C CW (03/20) Page 2 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. a. Required by the written contract or written agreement referenced in Subparagraph 13.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph D. shall not increase the applicable Limits of Insurance shown in the Declarations. E. Additional Insured —Vendors 1. The following change applies if this Coverage Part provides insurance to you for "bodily injury" and "property damage" included in the "products -completed operations hazard": Section II — Who Is An Insured is amended to include as an additional insured any person or organization (referred to throughout this Paragraph E. as vendor) who you have agreed in a written contract or written agreement, prior to loss, to name as an additional insured, but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business: However, the insurance afforded to such vendor: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such vendor. 2. With respect to the insurance afforded to these vendors, the following additional exclusions apply: a. The insurance afforded the vendor does not apply to: (1) "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (2) Any express warranty unauthorized by you; (3) Any physical or chemical change in the product made intentionally by the vendor; (4) Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (5) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (6) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (7) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (8) "Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (a) The exceptions contained in Subparagraphs (4) or (6); or (b) Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. b. This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. c. This insurance does not apply to any of "your products" for which coverage is excluded under this Coverage Part. U-GL-1345-C CW (03/20) Page 3 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 3. With respect to the insurance afforded to the vendor under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the vendor is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph E.1. above (of this endorsement); or b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph E. shall not increase the applicable Limits of Insurance shown in the Declarations. F. Additional Insured — Managers, Lessors or Governmental Entity 1. Section II — Who Is An Insured is amended to include as an insured any person or organization who is a manager, lessor or governmental entity who you are required to add as an additional insured on this policy under a written contract, written agreement or permit, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omission of those acting on your behalf; and resulting directly from: a. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit; b. Ownership, maintenance, occupancy or use of premises by you; or c. Maintenance, operation or use by you of equipment leased to you by such person or organization. However, the insurance afforded to such additional insured: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the written contract or written agreement to provide for such additional insured. 2. This provision does not apply: a. Unless the written contract or written agreement has been executed, or the permit has been issued, prior to the "bodily injury", "property damage" or offense that caused "personal and advertising injury"; b. To any person or organization included as an insured under Paragraph 3. of Section II — Who Is An Insured; c. To any lessor of equipment if the "occurrence" or offense takes place after the equipment lease expires; d. To any: (1) Owners or other interests from whom land has been leased by you; or (2) Managers or lessors of premises, if: (a) The 'occurrence" or offense takes place after the expiration of the lease or you cease to be a tenant in that premises; (b) The "bodily injury", "property damage" or "personal and advertising injury" arises out of the structural alterations, new construction or demolition operations performed by or on behalf of the manager or lessor; or (c) The premises are excluded under this Coverage Part. 3. With respect to the insurance afforded to the additional insureds under this endorsement, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the written contract or written agreement referenced in Subparagraph F.1. above (of this endorsement); or U-GL-1345-C CW (03/20) Page 4 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. b. Available under the applicable Limits of Insurance shown in the Declarations, whichever is less. This Paragraph F. shall not increase the applicable Limits of Insurance shown in the Declarations. G. Damage to Premises Rented or Occupied by You 1. The last paragraph under Paragraph 2. Exclusions of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Exclusions c. through n. do not apply to damage by "specific perils" to premises while rented to you or temporarily occupied by you with permission of the owner. A separate Damage To Premises Rented To You Limit of Insurance applies to this coverage as described in Section III — Limits Of Insurance. 2. Paragraph 6. of Section III — Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises while rented to you, or in the case of damage by one or more "specific perils" to any one premises, while rented to you or temporarily occupied by you with permission of the owner. H. Broadened Contractual Liability The "insured contract" definition under the Definitions Section is replaced by the following: "Insured contract" means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by "specific perils" to premises while rented to you or temporarily occupied by you with permission of the owner is not an "insured contract"; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury", "property damage", or "personal and advertising injury" arising out of the offenses of false arrest, detention or imprisonment, to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2) Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in Paragraph (1) above and supervisory, inspection, architectural or engineering activities. I. Definition — Specific Perils The following definition is added to the Definitions Section: "Specific perils" means: a. Fire; b. Lightning; Includes copyrighted material of Insurance Services Office, Inc., with its permission. U-GL-1345-C CW (03/20) Page 5 of 12 c. Explosion; d. Windstorm or hail; e. Smoke; f. Aircraft or vehicles; g. Vandalism; h. Weight of snow, ice or sleet; i. Leakage from fire extinguishing equipment, including sprinklers; or j. Accidental discharge or leakage of water or steam from any part of a system or appliance containing water or steam. J. Limited Contractual Liability Coverage — Personal and Advertising Injury 1. Exclusion e. of Section I — Coverage B — Personal And Advertising Injury Liability is replaced by the following: 2. Exclusions This insurance does not apply to: e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to: (1) Liability for damages that the insured would have in the absence of the contract or agreement; or (2) Liability for "personal and advertising injury" if: (a) The "personal and advertising injury" arises out of the offenses of false arrest, detention or imprisonment; (b) The liability pertains to your business and is assumed in a written contract or written agreement in which you assume the tort liability of another. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement; and (c) The "personal and advertising injury" occurs subsequent to the execution of the written contract or written agreement. Solely for purposes of liability so assumed in such written contract or written agreement, reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "personal and advertising injury" described in Paragraph (a) above, provided: (i) Liability to such party for, or for the cost of, that party's defense has also been assumed in the same written contract or written agreement; and (ii) Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 2. Paragraph 2.d. of Section I — Supplementary Payments — Coverages A and B is replaced by the following: d. The allegations in the "suit" and the information we know about the "occurrence" or offense are such that no conflict appears to exist between the interests of the insured and the interests of the indemnitee; 3. The following is added to the paragraph directly following Paragraph 2.f. of Section I — Supplementary Payments — Coverages A and B: Notwithstanding the provisions of Paragraph 2.e.(2) of Section I — Coverage B — Personal And Advertising Injury Liability, such payments will not be deemed to be damages for "personal and advertising injury" and will not reduce the limits of insurance. U-GL-1345-C CW (03/20) Page 6 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. K. Supplementary Payments The following changes apply to Supplementary Payments — Coverages A and B: Paragraphs 1.b. and 1.d. are replaced by the following: b. Up to $2,500 for the cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. L. Broadened Property Damage 1. Property Damage to Contents of Premises Rented Short -Term The paragraph directly following Paragraph (6) in Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to premises (other than damage by "specific perils"), including "property damage" to the contents of such premises, rented to you under a rental agreement for a period of 14 or fewer consecutive days. A separate Limit of Insurance applies to Damage to Premises Rented to You as described in Section III — Limits Of Insurance. 2. Elevator Property Damage a. The following is added to Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability. - Paragraphs (3) and (4) of this exclusion do not apply to "property damage" arising out of the use of an elevator at premises you own, rent or occupy. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy is $25,000 per "occurrence". 3. Property Damage to Borrowed Equipment a. The following is added to Exclusion j. of Section I — Coverage A — Bodily Injury And Property Damage Liability: Paragraph (4) of this exclusion does not apply to "property damage" to equipment you borrow from others at a jobsite. b. The following is added to Section III — Limits Of Insurance: Subject to Paragraph 5. above, the most we will pay under Coverage A for damages because of "property damage" to equipment you borrow from others is $25,000 per "occurrence". M. Expected or Intended Injury or Damage Exclusion a. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: a. Expected Or Intended Injury Or Damage "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. N. Definitions — Bodily Injury The "bodily injury" definition under the Definitions Section is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death sustained by that person which results from that bodily injury, sickness or disease. U-GL-1345-C CW (03/20) Page 7 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. O. Insured Status —Amateur Athletic Participants Section II — Who Is An Insured is amended to include as an insured any person you sponsor while participating in amateur athletic activities. However, no such person is an insured for: a. "Bodily injury" to: (1) Your "employee", "volunteer worker" or any person you sponsor while participating in such amateur athletic activities; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company) while participating in such amateur athletic activities; or b. "Property damage" to property owned by, occupied or used by, rented to, in the care, custody or control of, or over which the physical control is being exercised for any purpose by: (1) Your "employee", "volunteer worker" or any person you sponsor; or (2) You, any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). P. Non -Owned Aircraft, Auto and Watercraft Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability is replaced by the following: g. Aircraft, Auto Or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and 'loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used to carry persons for a charge; (3) Parking an "auto" on, or on the ways next to, premises you own or rent, provided the "auto" is not owned by or rented or loaned to you or the insured; (4) Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or watercraft; (5) An aircraft that is hired or chartered by you or loaned to you, with a paid and licensed crew, and is not owned in whole or in part by an insured; or (6) "Bodily injury" or "property damage" arising out of: (a) The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph f.(2) or f.(3) of the definition of "mobile equipment". Q. Definitions — Leased Worker, Temporary Worker and Labor Leasing Firm 1. The 'leased worker" and "temporary worker" definitions under the Definitions Section are replaced by the following: U-GL-1345-C CW (03/20) Page 8 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Leased worker" means a person leased to you by a 'labor leasing firm" under a written agreement between you and the 'labor leasing firm", to perform duties related to the conduct of your business. "Leased worker" does not include a "temporary worker". "Temporary worker" means a person who is furnished to you to support or supplement your work force during "employee" absences, temporary skill shortages, upturns or downturns in business or to meet seasonal or short- term workload conditions. "Temporary worker" does not include a 'leased worker". 2. The following definition is added to the Definitions Section: "Labor leasing firm" means any person or organization who hires out workers to others, including any: a. Employment agency, contractor or services; b. Professional employer organization; or c. Temporary help service. R. Definition — Mobile Equipment Paragraph f. of the "mobile equipment" definition under the Definitions Section is replaced by the following: f. Vehicles not described in Paragraph a., b., c. or d. above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment, exceeding a combined gross vehicle weight of 1000 pounds, are not "mobile equipment" but will be considered "autos": (1) Equipment designed primarily for: (a) Snow removal; (b) Road maintenance, but not construction or resurfacing; or (c) Street cleaning; (2) Cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and (3) Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. S. Definitions —Your Product and Your Work The "your product" and "your work" definitions under the Definitions Section are replaced by the following: "Your product": a. Means: (1) Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a) You; (b) Others trading under your name; or (c) A person or organization whose business or assets you have acquired; and (2) Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your product'; and (2) The providing of or failure to provide warnings or instructions. c. Does not include vending machines or other property rented to or located for the use of others but not sold. U-GL-1345-C CW (03/20) Page 9 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. "Your work": a. Means: (1) Work, services or operations performed by you or on your behalf; and (2) Materials, parts or equipment furnished in connection with such work, services or operations. b. Includes: (1) Warranties or representations made at any time with respect to the fitness, quality, durability, performance, use, handling, maintenance, operation or safety of "your work"; and (2) The providing of or failure to provide warnings or instructions. T. Duties in the Event of Occurrence, Offense, Claim or Suit Condition The following paragraphs are added to Paragraph 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions: Notice of an "occurrence" or of an offense which may result in a claim under this insurance or notice of a claim or "suit" shall be given to us as soon as practicable after knowledge of the "occurrence", offense, claim or "suit" has been reported to any insured listed under Paragraph 1. of Section II — Who Is An Insured or an "employee" authorized by you to give or receive such notice. Knowledge by other "employees" of an "occurrence", offense, claim or "suit" does not imply that you also have such knowledge. In the event that an insured reports an "occurrence" to the workers compensation carrier of the Named Insured and this "occurrence" later develops into a General Liability claim, covered by this Coverage Part, the insured's failure to report such "occurrence" to us at the time of the "occurrence" shall not be deemed to be a violation of this Condition. You must, however, give us notice as soon as practicable after being made aware that the particular claim is a General Liability rather than a Workers Compensation claim. U. Other Insurance Condition Paragraphs 4.a. and 4.b.(1) of the Other Insurance Condition of Section IV — Commercial General Liability Conditions are replaced by the following: 4. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when Paragraph b. below applies. If this insurance is primary, our obligations are not affected unless any of the other insurance is also primary. Then, we will share with all that other insurance by the method described in Paragraph c. below. However, this insurance is primary to and will not seek contribution from any other insurance available to an additional insured provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You are required by written contract or written agreement that this insurance be primary and not seek contribution from any other insurance available to the additional insured. Other insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. b. Excess Insurance (1) This insurance is excess over: (a) Any of the other insurance, whether primary, excess, contingent or on any other basis: (i) That is property insurance, Builder's Risk, Installation Risk or similar coverage for "your work"; (ii) That is property insurance purchased by you (including any deductible or self insurance portion thereof) to cover premises rented to you or temporarily occupied by you with permission of the owner; U-GL-1345-C CW (03/20) Page 10 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. (iii) That is insurance purchased by you (including any deductible or self insurance portion thereof) to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (iv) If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section I — Coverage A — Bodily Injury And Property Damage Liability; or (v) That is property insurance (including any deductible or self insurance portion thereof) purchased by you to cover damage to: Equipment you borrow from others; or Property loaned to you or personal property in the care, custody or control of the insured arising out of the use of an elevator at premises you own, rent or occupy. (b) Any other primary insurance (including any deductible or self insurance portion thereof) available to the insured covering liability for damages arising out of the premises, operations, products, work or services for which the insured has been granted additional insured status either by policy provision or attachment of any endorsement. Other primary insurance includes any type of self insurance or other mechanism by which an insured arranges for funding of its legal liabilities. (c) Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional insured, in which the additional insured on our policy is also covered as an additional insured on another policy providing coverage for the same 'occurrence", claim or "suit'. This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. V. Unintentional Failure to Disclose All Hazards Paragraph 6. Representations of Section IV — Commercial General Liability Conditions is replaced by the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Coverage will continue to apply if you unintentionally: a. Fail to disclose all hazards existing at the inception of this policy; or b. Make an error, omission or improper description of premises or other statement of information stated in this policy. You must notify us as soon as possible after the discovery of any hazards or any other information that was not provided to us prior to inception of this Coverage Part. W. Waiver of Right of Subrogation Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Commercial General Liability Conditions is replaced by the following: 8. Transfer Of Rights Of Recovery Against Others To Us a. If the insured has rights to recover all or part of any payment we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit' or transfer those rights to us and help us enforce them. b. If the insured waives its right to recover payments for injury or damage from another person or organization in a written contract executed prior to a loss, we waive any right of recovery we may have against such person or organization because of any payment we have made under this Coverage Part. The written contract will U-GL-1345-C CW (03/20) Page 11 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. be considered executed when the insured's performance begins, or when it is signed, whichever happens first. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. X. Liberalization Condition The following condition is added to Section IV — Commercial General Liability Conditions: Liberalization Clause If we revise this Coverage Part to broaden coverage without an additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the state shown in the mailing address of your policy. All other terms, conditions, provisions and exclusions of this policy remain the same. U-GL-1345-C CW (03/20) Page 12 of 12 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Named Insured: Moss Utilities, 4C Policy Number: WC 2927025-02 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT PERSON AND/OR ORGANIZATION. WC 00 03 13 (Ed. 4-84) 01983 National Council on Compensation Insurance. Named Insured: Moss Utilities, LLC Policy Number: GLO 2927026-02 Blanket Notification to Others of Cancellation ZURICH or Non -Renewal THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Policy No. GLO 2927026-02 I Effective Date: 7/1/2023 This endorsement applies to insurance provided under the: Commercial General Liability Coverage Part A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. Such list: 1. Must be provided to us prior to cancellation or non -renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non -renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within 10 days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non -renewal, but not including conditional notice of renewal, unless a greater number of days is shown in the Schedule of this endorsement for the mailing or delivering of such notification with respect to Paragraph B.I. or Paragraph 13.2. above. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. U-GL-1521-B CW (01/19) Page 1 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. SCHEDULE The total number of days for mailing or delivering with respect to Paragraph B.1. of 7* this endorsement is amended to indicate the following number of days: The total number of days for mailing or delivering with respect to Paragraph B.2. of 30** this endorsement is amended to indicate the following number of days: * If a number is not shown here, 10 days continues to apply. ** If a number is not shown here, 30 days continues to apply. All other terms and conditions of this policy remain unchanged. U-GL-1521-B CW (01/19) Page 2 of 2 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Named Insured: Moss Utilities, LLC Policy Number: BAP 2927027-02 Blanket Notification to Others of Cancellation or Non -Renewal Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. BAP 2927027-02 7/1 /2023 7/1 /2024� ^ 7/1 /2023 50858000 ZUR1CH Add'I. Prem I Return Prem. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the: Commercial Automobile Coverage Part A. If we cancel or non -renew this Coverage Part by written notice to the first Named Insured, we will mail or deliver notification that such Coverage Part has been cancelled or non -renewed to each person or organization shown in a list provided to us by the first Named Insured if you are required by written contact or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to the first Named Insured. Such list: 1. Must be provided to us prior to cancellation or non -renewal; 2. Must contain the names and addresses of only the persons or organizations requiring notification that such Coverage Part has been cancelled or non -renewed; and 3. Must be in an electronic format that is acceptable to us. B. Our notification as described in Paragraph A. of this endorsement will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to the first Named Insured. We will mail or deliver such notification to each person or organization shown in the list: 1. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or 2. At least 30 days prior to the effective date of: a. Cancellation, if cancelled for any reason other than nonpayment of premium; or b. Non -renewal, but not including conditional notice of renewal. C. Our mailing or delivery of notification described in Paragraphs A. and B. of this endorsement is intended as a courtesy only. Our failure to provide such mailing or delivery will not: 1. Extend the Coverage Part cancellation or non -renewal date; 2. Negate the cancellation or non -renewal; or 3. Provide any additional insurance that would not have been provided in the absence of this endorsement. D. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs A. and B. of this endorsement. All other terms and conditions of this policy remain unchanged. U-CA-832-A CW (01 / 13) Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 99 06 43 BLANKET NOTIFICATION TO OTHERS OF CANCELLATION OR NONRENEWAL ENDORSEMENT This endorsement adds the following to Part Six of the policy. PART SIX CONDITIONS Blanket Notification to Others of Cancellation or Nonrenewal 1. If we cancel or non -renew this policy by written notice to you, we will mail or deliver notification that such policy has been cancelled or non -renewed to each person or organization shown in a list provided to us by you if you are required by written contract or written agreement to provide such notification. However, such notification will not be mailed or delivered if a conditional notice of renewal has been sent to you. Such list: a. Must be provided to us prior to cancellation or non -renewal; b. Must contain the names and addresses of only the persons or organizations requiring notification that such policy has been cancelled or non -renewed; and c. Must be in an electronic format that is acceptable to us. 2. Our notification as described in Paragraph 1. above will be based on the most recent list in our records as of the date the notice of cancellation or non -renewal is mailed or delivered to you. We will mail or deliver such notification to each person or organization shown in the list: a. Within seven days of the effective date of the notice of cancellation, if we cancel for non-payment of premium; or b. At least 30 days prior to the effective date of: (1) Cancellation, if cancelled for any reason other than nonpayment of premium; or (2) Non -renewal, but not including conditional notice of renewal. 3. Our mailing or delivery of notification described in Paragraphs 1. and 2. above is intended as a courtesy only. Our failure to provide such mailing or delivery will not: a. Extend the policy cancellation or non -renewal date; b. Negate the cancellation or non -renewal; or c. Provide any additional insurance that would not have been provided in the absence of this endorsement. 4. We are not responsible for the accuracy, integrity, timeliness and validity of information contained in the list provided to us as described in Paragraphs 1. and 2. above. All other terms and conditions of this policy remain unchanged. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 7/1/2023 Policy No. WC 2927025-02 Endorsement No. Premium $ Insurance Company Zurich American Insurance Company Moss Utilities, LLC WC 99 06 43 Page 1 of 1 (Ed. 01-13) Includes copyright material of the National Council on Compensation Insurance, Inc. used with its permission. :�) 2012 Copyright National Council on Compensation Insurance, Inc. All Rights Reserved. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 EXECUTED IN TRIPLICATE SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § tl COUNTY OF TARRANT § KNOW ALL BY THESE PRESENTS: 006219-1 MAINTENANCE BOND Page 1 of 5 Bond No.GSH5900067 That we Moss Utilities. LLC , known as "Principal" herein and The Gray Casualty & Surety Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HCA Healthcare, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Five Hundred Forty -Three thousand Seven Hundred Fifty -Six Dollars and Twenty -Four cents ($543,756,24), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CPA Number <CFA 23-0003>;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 14 day of June , 2023 , which Contract is hereby 25 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, the 28 "Work") as provided for in said Contract and designated as MHCA Behavioral Health Hospital; 29 and CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 5 1 2 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 3 accordance with the plans, specifications and Contract Documents that the Work is and will 4 remain free from defects in materials or workmanship for and during the period of two (2) years 5 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and G 7 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 8 receiving notice from the Developer and/or City of the need thereof at anytime within the 9 Maintenance Period. 10 11 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 12 any defective Work, for which timely notice was provided by Developer or City, to a completion 13 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 14 full force and effect. 15 16 PROVIDED, HOWEVER, if Principal shall fall so to repair or reconstruct any timely 17 noticed defective Work, it is agreed that the Developer or City may cause any and all such 18 defective Work to be repaired and/or reconstructed with all associated costs thereof being 19 borne by the Principal and the Surety under this Maintenance Bond; and 20 21 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 22 Tarrant County, Texas or the United States District Court for the Northern District of Texas, fort 23 Worth Division; and 24 25 CITY OF FORT WORTH 14CA Behavioral Health Hospital STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 5 1 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 2 recoveries may be had hereon for successive breaches. 4 CITY OF PORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCPN 104105 Revised January 31, 2012 HCA Behavioral Health Hospital CPN 104380 006219.4 MAINTENANCE BOND Page 4 of 5 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 28th day of June 3 .20 23 . 4 5 6 7 8 9 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 ATTEST: (Principal) Secretary Witness as to Principal PRINCIPAL: Moss Utilities, LLC BY: Signature t n V Name and Title Address: 11050 Ables Ln. Dallas, TX, 75229 CITY OF FORT WORTH HC4 Behavioral Health Hospital STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ATTEST: (Surety) Secretary 20 21 bCIO 22 Witness as to Surety 23 Brideet Truxillo 24 006219-5 MAINTENANCE BOND Page 5 of 5 SURETY: The Gray Casualty & Surety Company Signature Sean McCauley Jr., Attorney -in -Fact Name and Title Address: P.O. Box 6202 Metairie, LA 70009-6202 Telephone Number: (504) 888-7790 25 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 26 from the by-laws showing that this person has authority to sign such obligation. If 27 Surety's physical address is different from its mailing address, both must be provided. 28 29 The date of the bond shall not be prior to the date the Contract is awarded. 30 CITY OF FORT WORTH MCA Behavioral Health Hospital STANDARD CITY CONDITIONS W DEVELOPER AWARDED PROJECiSCPN 104105 CPN 104380 Revised January 31, 2012 McCauley Bond Agency 08/14/2023 09:09 4431834014574 THE GRAY INSURANCE COMPANY THE GRAY CASUALTY & SURETY COMPANY GENERAL POWER OF ATTORNEY Bond Number: GSH5900067 Principal: Moss Utilities, LLC Project: City of Forth Worth - HCA Behavioral Health Hospital Maintenance Bond KNOW ALL BY THESE PRESENTS, THAT The Gray Insurance Company and The Gray Casualty & Surety Company, corporations duly organized and existing under the laws of Louisiana, and having their principal offices in Metairie, Louisiana, do hereby make, constitute, and appoint: Sean McCauley, Jarrod Yost, Sarah Timmons Claudia Nunez, Ashlyn Simchik, and Bridget Truxillo of Dallas, Texas jointly and severally on behalf of each of the Companies named above its true and lawful Attorney(s)-in-Fact, to make, execute, seal and deliver, for and on its behalf and as its deed, bonds, or other writings obligatory in the nature of bond, as surety, contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed the amount of $25,000,000.00. This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both The Gray Insurance Company and The Gray Casualty & Surety Company at meetings duly called and held on the 26' day of June, 2003. "RESOLVED, that the President, Executive Vice President, any Vice President, or the Secretary be and each or any of them hereby is authorized to execute a power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Company bonds, undertakings, and all contracts of surety, and that each or any of them is hereby authorized to attest to the execution of such Power of Attorney, and to attach the seal of the Company; and it is FURTHER RESOLVED, that the signature of such officers and the seat of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be binding upon the Company now and in the future when so affixed with regard to any bond, undertaking or contract of surety to which it is attached. IN WITNESS WHEREOF, The Gray Insurance Company and The Gray Casualty & Surety Company have caused their official seals to be hereinto affixed, and these presents to be signed by their authorized officers this 41 day of November, 2022. i�y \aguR A oRA4;da;!/ gJr�tr a a� o SEAL By: Michael T. Gray Cullen S. Piske o SEHL President President s The Gray Insurance Company The Gray Casualty & Surety Company r `� • w State of Louisiana ss: Parish of Jefferson On this 41h day of November, 2022, before me, allotary Public, personally appeared Michael T. Gray, President of The Gray Insurance Company, and Cullen S. Piske, President of The Gray Casualty & Surety Company, personally known to me, being duly sworn, acknowledged that they signed the above Power of Attorney and affixed the seals of the companies as officers of, and acknowledged said instrument to be the voluntary act and deed, of their companies. Leigh Anne Henican �1 �4 /� Notary Public Notary ID N0.92653 Leigh Anne Henican Notary Public, Parish of Orleans State of Louisiana c3pOrleans Parish, Louisiana My Commission is for Life I, Mark S. Manguno, Secretary of The Gray Insurance Company, do hereby certify that the above and forgoing is a true and correct copy of a Power of Attorney given by the companies, which is stilt in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Company this gem day of dune , 2023 I, Leigh Anne Henican, Secretary of The Gray Casualty & Surety Company, do hereby certify that the above and forgoing is a true and correct copy ofa Power of Attorney given by the companies, which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals ofthe Company this 35th day of dune 2023 SURA c <SY a G SEAL mSEAL a Texas Department of Insurance Certificate No. 13 623 9 Company No. 08--095765 THIS IS TO CERTIFY THAT Certificate of Authority THE GRAY CASUALTY & SURETY COMPANY METAIRIE, LOUISIANA has complied with the laws of the State of Texas applicable thereto and is hereby authorized to transact the business of Fire; Allied Coverages; Inland Marine; Ocean Marine; Aircraft -- Liability & Physical Damage; Workers' Compensation & Employers' Liability; Employers' Liability; Automobile --Liability & Physical Damage; Liability other than Automobile; Fidelity & Surety; Glass; Burglary & Theft; Forgery; Boiler & Machinery and Reinsurance on all lines authorized to be written on a direct basis insurance within the state of Texas. This Certificate of Authority shall be in full force and effect until it is revoked, canceled or suspended according to law. IN TESTIMONY WHEREOF, witness my hand and seal of office at Austin, Texas, this 9th day of. June A.D. 2004 JOSE MONTEMAYOR C )jd5SI M1ONEROF NSURANC i t BY _ Godwin Ol.aechesi, Dircoor ✓ Company Licensing & Registration THE TRAY SURETY The Gray Insurance Company The Gray Casualty & Surety Company Statutory Complaint Notice To obtain information or to make a complaint: You may contact the Surety via telephone for information or to make a complaint at: 1-504- 754-6711. You may also write to the Surety at: Gray Surety P.O. Box 6202 Metairie, LA 70009-6202 You may also contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252-3439. You may write to the Texas Department of Insurance at: P.O. Box 149104 Austin, TX 78714-9104 Fax: 512-475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become part of condition of the attached document. This notice is written under a complete reservation of rights. Nothing herein shall be deemed to be an estoppel, waiver or modification of any of Gray's rights or defenses, and Gray hereby reserves all of its rights and defenses under any general agreement of indemnity, contracts, agreements, bonds, or applicable law. DocuSign Envelope ID: 1594B752-9073-4EA2-9687-A3CF7A318E35 V" WHITING -TURNER PROJECT Fort Worth Behavioral Hospital LOCATION Alliance Town Center Blvd Fort Worth, TX 76244 TO Wrangler Concrete Construction LLC 204 McAlister Road Burleson, TX 76028-0901 ATTN Mark Hall Subcontract Supplement The Whiting -Turner Contracting Company W-T Job Number: 019747 DATE 08/10/2023 SUBCONTRACT SUPPLEMENT NO. 002 SUBCONTRACT NO. 019747-03A SUBCONTRACT DATE W-T PROJECT MANAGER Charles Schoolfield YOUR SUBCONTRACT IS HEREBY AMENDED TO INCLUDE THE PROVISIONS OF THE EXTRA WORK ORDERS LISTED BELOW. This Supplement constitutes full and final settlement of all claims, demands, disputes, or requests for additional time, delay, impact, acceleration and/or any form of compensation whatsoever, whether asserted or unasserted or known or unknown by you arising out of or relating in any way to the work or services described herein. Subcontractor acknowledges and agrees that any such claims not previously asserted in writing prior to the date of execution of this Subcontract Supplement shall be deemed, and are hereby, expressly waived and released by the Subcontractor. PCI Description Amount 000022 Per City Legal requests this Supplement shall remove all strike outs from the $0.00 original Supplement/Contract and include sheets from the City's Standard DAP Agreement. TOTAL ADD THIS SUPPLEMENT Zero Dollars 00/100 Dollars: $0.00 Original Subcontract Amount Previous Supplements Amount of This Supplement Revised Subcontract Amount* $3,402,570.00 $110,115.00 $0.00 $3,512,685.00 Subcontractor: Wrangler Concrete Construction LLC D sg dby: APPROVED k �A A I C 7ME65203MN62... Signature Mark Hall Printed Name Project Manager Title DATE 9/25/2023 THE WHITING -TURNER CONTRACTING COMPANY D S'g a by: APPROVED FjtZ4.A 145 EgE9666F16GWIS ignature (Vice President) Michael Kersey Printed Name Division vice President Title DATE 9/25/2023 * Consent of Surety - If original Subcontract Amount is increased by more than 10% resulting from this and previous Subcontract Supplements, or original scope of work has been substantially changed, Consent of Surety Company is required below. Surety Company Attorney -In -Fact Date Subcontract Supplement B Rev. 12/5/2018 DocuSign Envelope ID: 1594B752-9073-4EA2-9687-A3CF7A318E35 UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 3 of 4 Bidder's Application Bidlist Item Description Specification Unit of Bid No. Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 6 3213.0403 8" Concrete Driveway 32 13 20 SF 3213 7 3213.0301 4" Conc Sidewalk 32 13 20 SF 3378 TOTAL UNIT IV: PAVING IMPROVEMENTS Bidder's Proposal Unit Price Bid Value $10.54 $33,865.021 $5.41 $18,274.981 1 1 $52,140.00 1 CITY OF FORT WORTH RISINGER ROAD SOUTH INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 102560 Form Version May 22, 2019 Copy of 1 sr Doc Review Bid Proposal_DAP.xls DocuSign Envelope ID: 1594B752-9073-4EA2-9687-A3CF7A318E35 00 42 43 DAP - BID PROPOSAL Page 4 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS $52,140.001 1 Total Construction Bid $52,140.00 1 This Bid is submitted by the entity named below: BIDDER: Wrangler Concrete Construction LLC 204 McAlister Road Burleson, TX 76028-0901 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Mark Hall noeuaig—by: <Signature Here>F TITLE: PM DATE: 9/25/2023 END OF SECTION 45 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 RISINGER ROAD SOUTH INDUSTRIAL PARK CPN 102560 Copy of Iat Doe Review Bid Proposal_DAP.xIs 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104380. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Wrangler Concrete Construction, LLC Company 204 McAlister Rd. Address Burleson, TX 76028 City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § By: Mark Hall (Please Pri ) Signature: �� Title: Project Manager (Please Print) BEFORE ME, theundersigned authority, on this day personally appeared mC v 1HA Ii , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of h i S r)I t 1n -0rf� ( for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 0C 20w23. iotarytblic in land for the Stale of Texas END OF SECTION 39 ,k RHONDA J. MASSEY . . Notary Public, State of Texas Notary 10 12409522-8 My Commission Exp. 01.20.2026 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 HCA Behavioral Health Hospital CPN: 104380 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 SUBCONTRACT THE WHITING -TURNER CONTRACTING COMPANY Address Reply to: THE WHITING -TURNER CONTRACTING COMPANY 301 S. Henderson St. Fort Worth, TX 76104 SUBCONTRACT NO. 019747-03A SUBCONTRACT FOR Concrete SUBCONTRACTOR Wrangler Concrete Construction LLC Address 204 McAlister Road Burleson, TX 76028-0901 Remittance Address 204 McAlister Road Burleson, TX 76028-0901 OWNER HCA Healthcare PROJECT Fort Worth Behavioral Hospital Alliance Town Center Blvd Fort Worth, TX 76244 This agreement, made this 13" day of June, 2023, by and between Wrangler Concrete Construction LLC hereinafter called the Subcontractor, and THE WHITING -TURNER CONTRACTING COMPANY, of Baltimore Maryland, with its principal office located at 300 East Joppa Road, Baltimore, Maryland, a body corporate of the State of Maryland, hereinafter called the Contractor, WITNESSETH, that the Subcontractor and Contractor for the consideration hereinafter named, agree as follows: ARTICLE 1. DEFINITIONS -- (a) As used herein, the following terms shall have the meanings indicated: "Architect" or "Engineer" means the architect or engineer directing the work as agent of the Owner, or any other person authorized by the General Contract to direct or pass upon any matter or thing connected with the performance of the General Contract. "Contract Documents" means (a) the General Contract, (b) all general, supplementary and other conditions applicable to the Project, (c) the Drawings and Specifications, and (d) all bulletins and addenda issued in connection with the Project. "Drawings and Specifications" means the drawings and specifications described in Article 2 hereof, and all addenda and/or revisions thereto. "General Contract" means the contract executed or to be executed by the Owner and the Contractor in connection with the construction of the Project and any amendments thereto. Where the contract entered into between Owner and Contractor is a Construction Management Agreement, the term "Contractor" shall be deemed to mean "Construction Manager". "Subcontract" means this document and all of the Contract Documents which shall be made a part of this Subcontract and are incorporated herein by reference. (b) Where the term "Contractor" is used in the Specifications, insofar as it has application to the work required to be done by the Subcontractor as provided herein, it shall be deemed for the purposes hereof to refer to the Subcontractor. The term "Contractor" or "General Contractor" when used in the Contract Documents shall be deemed to 0911 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 make reference to the Subcontractor insofar as it has application to the work covered by this Subcontract. The term "Subcontractor" may be referred to as "it" whether Subcontractor is incorporated or not. ARTICLE 2. SCOPE OF WORK --The work to be performed and materials to be furnished by the Subcontractor are as specified in Article 3 hereof and in accordance with Drawings and Specifications prepared by Corgan Associates. Inc. dated 11/01/2022, and as set forth in Exhibit B. ARTICLE 3. PROVISION OF LABOR AND MATERIALS -- (a) The Subcontractor agrees to furnish and pay for all labor and supervision, tools, apparatus, supplies, equipment, and services, and also to furnish, deliver, install, and pay for all materials necessary for the performance and completion of the work described under the Scope of Work, free from all claims and liens of materialmen, suppliers, laborers, truckers, subcontractors, and others making claims through the Subcontractor. All such work shall be done to the satisfaction of the Owner, the Architect and/or Engineer, and the Contractor in accordance with the Contract Documents. Subcontractor agrees to submit daily work reports and monthly progress reports and schedule updates upon request by the Contractor. The Subcontractor agrees that with respect to the Scope of Work hereunder it will stand in the Contractor's shoes with respect to the Contractor's obligations to the Owner under the Contract Documents and will perform all work and obligations as set forth on the Contract Documents to the satisfaction of the Owner. At all times that Subcontractor has personnel at the Project site, it shall also have present an authorized representative of Subcontractor who shall supervise and direct Subcontractor's personnel and be responsible for their actions. Such representative shall be authorized to act on behalf of the Subcontractor and communications to such representative shall be binding upon Subcontractor. (b) In the event any deviations from the Contract Documents are incorporated in any shop drawings of or by the Subcontractor, such deviations and the reasons therefore shall be fully explained in writing by separate letter to the Contractor and Owner at the time the shop drawings are submitted to the Contractor and Owner. Failure to so specify and explain any such deviation will automatically void any inadvertent approval of the same by the Contractor, Architect, Engineer and/or Owner. (c) The Subcontractor represents and warrants that it is an expert in the particular line or lines of work herein contracted to be done and that it is competent to know whether the materials, methods and apparatus specified for this work are sufficient and suitable to secure the results contemplated by the Contract Documents. The Subcontractor shall be responsible for fulfilling the requirements of the Contract Documents. Subcontractor agrees to cooperate in carrying out Contractor's quality assurance program including, but not limited to, furnishing necessary documentation and facilitating inspections and quality checks. (d) In the event that Subcontractor employs union labor the Subcontractor agrees to be bound by the terms and provisions of the agreement establishing the Impartial Jurisdictional Disputes Board, any such successor Board, or any subsequent method agreed to be employers and the unions affiliated with the Building and Construction Trades Department, AFL-CIO, for the settlement of jurisdictional disputes. The Subcontractor also agrees that any assignments of disputed work shall be made in accordance with any agreement of record between the disputing trades, or any published decision of record compiled and published by the Building and Construction Trades Department, AFL-CIO in Agreements and Decisions Rendered affecting the Building Industry. ARTICLE 4. DILIGENT PERFORMANCE— (a) Subcontractor agrees to commence, pursue diligently and complete the work in such sequence and order and according to such schedules as Contractor shall establish from time to time during the course of the work, and shall perform the work so as not to delay any other trades or contractors, time being of the essence of this Subcontract. Any written dates furnished by the Subcontractor and approved by Contractor and Owner for delivery of materials, samples, shop drawings, etc., shall become a part of this Subcontract. Subcontractor shall furnish information requested by the Contractor in connection with monitoring and updating the Project schedule and shall immediately notify Contractor in writing of any interruption of the work or late delivery which causes or may cause a delay in Subcontractor's performance. No extension of completion date shall be permitted unless approved in writing by the Contractor and Owner, and Subcontractor shall be responsible for any losses or penalties incurred by Contractor as a result of delays in completing Subcontractor's work. If Contractor determines that the Subcontractor is behind schedule or will not be able to maintain the schedule, Subcontractor shall submit a remedial plan to recover, shall work overtime, shift work, or work in an altered sequence, if deemed necessary, in the judgment of the Contractor to maintain the progress of the work. Any such overtime, acceleration, shift or altered sequence work required to maintain progress or to complete the work on a timely basis shall be at Subcontractor's expense and shall not entitle Subcontractor to an extension of time or additional compensation. Contractor may supplement Subcontractor's forces, at Subcontractor's expense, if deemed necessary by the Contractor to maintain the Project schedule. Subcontractor shall be liable to the Contractor for any delay or damages, including consequential or liquidated damages, threatened or assessed against the Contractor to the extent caused by the Subcontractor. (b) To the fullest extent permitted by applicable law, Contractor shall have the right at any time to delay or suspend the work or any part thereof without incurring liability therefore. An extension of time shall be the sole and exclusive remedy of Subcontractor for any delays or suspensions suffered by Subcontractor, but only to the extent that a time extension is obtained from the Owner, and Subcontractor shall have no right to seek or recover from Contractor any damages or losses, whether direct or indirect, arising from or related to any delay or acceleration to overcome delay, and/or any impact or effect of such delays on the Work. (c) Subcontractor shall cooperate fully with Contractor in providing promptly any information requested by Contractor in connection with preparation of schedules for the Project, including, but not limited to, detailed information concerning the sequence, beginning and ending dates of activities, cost breakdowns related to such activities, and any information requested for Critical Path Method scheduling if used for the Project. The costs of all such activities on the part of Subcontractor are included in the Subcontract Amount. (d) In the event of any dispute under this Subcontract or as to the work to be performed, Subcontractor shall continue to diligently perform the work as directed by Contractor without interruption, deficiency or delay. SC2 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 ARTICLE 5. PAYMENT -- (a) Payment of amounts due under the Subcontract, shall be made as follows: The Contractor shall, pay to the Subcontractor an amount equal to ninety percent (90%) or such higher percentage as required by applicable law of the value of the work performed by the Subcontractor as determined by the Architect and approved by the Contractor during any calendar month within fifteen (15) days after payment therefor has been received by the Contractor from the Owner, or within such shorter period specified by applicable law, statute or regulation. The Contractor shall be under no obligation to make any payment to the Subcontractor except to the extent that the Contractor has received funds from the Owner for the work invoiced by the Subcontractor; that is to say, the Subcontractor shall not be entitled to payment if for any reason, the Owner fails to pay the Contractor in accordance with the General Contract, such payment from the Owner being a condition precedent to any obligation of Contractor to Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Retainage and any other balance of the Subcontract Amount shall be payable fifteen (15) days or within such shorter period specified by applicable law, after the work under this Subcontract has been completed and accepted by the Owner, Architect, and Contractor and following approval by the Architect of the final application for payment, and settlement of all claims, if any, under this Agreement, provided that Subcontractor has fully performed all of its obligations hereunder. The Contractor is hereby authorized to deduct and offset from any payment an amount equal to any and all sums or obligations owing by the Subcontractor to the Contractor and costs necessary to complete the work to be performed under this Subcontract, and any and all claims liquidated or unliquidated, by the Contractor against the Subcontractor, arising hereunder, under any other contract or agreement between the Subcontractor and the Contractor or from any other liability or obligation of the Subcontractor to the Contractor whether under this Subcontract or otherwise. (b) The Subcontractor agrees to submit to the Contractor applications for payment by the 25th of each month, or at such other time as provided in the Contract Documents so as to enable the Contractor to timely apply to the Owner for payment. As a condition precedent to the payment of any application, the Subcontractor shall (1) produce waivers of mechanics lien rights and claim releases in the form required by Contractor by Subcontractor and all persons supplying labor or materials to the Subcontractor on the Project through the period covered by the application, or (2) exhibit such other evidence as the Contractor may require that charges for all labor and material have been paid. Any payments made by Contractor to Subcontractor are to be held in trust by Subcontractor for the payment of any lower tier Subcontractor or supplier. The Contractor shall have the right to contact Subcontractor's suppliers and subcontractors of any tier, direct or indirect, to determine the current status of indebtedness and Subcontractor authorizes them to provide such information. Contractor in its discretion may make checks payable jointly to Subcontractor and the supplier or subcontractor or directly to the supplier or subcontractor for the account of the Subcontractor. (c) Payment by the Contractor to the Subcontractor or for its account shall not be deemed to be an admission or approval by the Contractor of the sufficiency and adequacy of the work covered by the payment. (d) Notwithstanding any other provisions of this Agreement, Contractor shall be under no obligation to make any payment to the Subcontractor under any provision hereof except to the extent that Contractor has received funds from Owner, payment by Owner being a condition precedent to payment of the Subcontractor. Subcontractor expressly assumes the risk of the Owner's non-payment and the subcontract price includes this risk as the Subcontractor understands and acknowledges that it is to be paid exclusively out of a fund the sole source of which is the Owner's payment to the Contractor. The Owner's non-payment to Contractor will result in non-payment to Subcontractor by Contractor. Notwithstanding the foregoing, nothing in this Subcontract shall be construed to prohibit Subcontractor from pursuing its rights, if any, to a mechanic's lien or statutory bond claim in the event that non-payment of the Subcontractor was caused by the failure of the Owner to pay Contractor amounts legally due. Subcontractor further agrees that, prior to exercising its rights or filing any claims, if any, against the Contractor or any surety for non-payment caused by the failure of the Owner to pay Contractor amounts legally due, Subcontractor shall first timely exercise and exhaust any rights and remedies that may exist with respect to enforcing a mechanic's lien on the Project. (e) Contractor may apply any payments otherwise due Subcontractor hereunder to any other indebtedness, liability or obligation of Subcontractor to Contractor whether under this Subcontract or any other agreement or circumstance. ARTICLE 6. ADDITIONAL OR OMITTED WORK -- (a) In the event that the Contractor directs Subcontractor to perform additional work, Subcontractor agrees that it will promptly perform and diligently complete such work whether or not Contractor and Subcontractor have agreed on the cost of such work. Subcontractor shall submit to Contractor a lump sum proposal for such work, which proposal shall include a detailed cost breakdown for each component of the work, indicating both quantities and unit prices, and such proposal shall be submitted to Contractor not later than 7 days after Contractor directs Subcontractor to perform extra or additional work or such lesser period if required by the Contract between Owner and Contractor. If a lump sum price or unit price for the additional work cannot be agreed upon, or Subcontractor fails to submit such proposal within 7 days after Contractor directs Subcontractor to perform extra or additional work, Subcontractor agrees to do the work on the basis of its actual cost plus percentage fees for overhead and profit as set forth in Article 10. The Contractor shall not be liable for payment for any additional work performed by the Subcontractor unless such work is first expressly authorized by the Contractor in writing and payment is made by the Owner to the Contractor for such extra work, payment by Owner to Contractor being a condition precedent for Contractor to pay Subcontractor for such work. Both authorization in writing by the Contractor and actual payment by the Owner to the Contractor for such extra work shall be conditions precedent to Contractor's obligation to pay Subcontractor for such additional work. Any additional compensation or time to be given to Subcontractor shall be set forth in a Subcontract supplement and shall constitute a full and final equitable adjustment of compensation, time or any other alleged entitlement, known or unknown, arising in connection with the facts and circumstances described in and which gave rise to such contract supplement and Subcontractor waives all damages, direct, indirect and consequential, relating to such facts and circumstances, including, but not limited to, impact, reduced productivity, interference by other trades, lack of coordination of the work by Contractor, inefficiencies, acceleration, delays, extended overhead, diminished bonding capacity or lost profits. (b) In the event that the Subcontractor performs any such authorized additional work on an actual cost plus basis, it shall furnish each day to the representative of the Contractor, duplicate payroll sheets, timesheets, material tickets, SO Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 equipment charges, and a statement or slips for all other charges, retaining a copy of each thereof, and securing on each thereof the signature of the duly accredited representative of the Contractor. Such signed copies of payroll sheets, timesheets, material tickets, statements and slips shall accompany the application for payment. (c) Should the Contractor during the execution of this Contract require the Subcontractor to omit any work embraced within the terms of this Subcontract, said omission being for the account of the Owner, the Contractor, or any other subcontractor on the work, the Subcontractor agrees to omit such work, and the Contractor will deduct from any monies due the Subcontractor the value of such omitted work as reasonably determined by Contractor. (d) In the event of any dispute, controversy, or claim for additional compensation or time extensions, except for payment for extra or additional work expressly directed by Contractor in accordance with Section 6 (a) of this Subcontract, the compensation for which shall be fully and finally governed by Section 6 (a) of this Subcontract and for which no further claim can or shall be made, notice in writing shall be given to the Contractor no later than seven (7) days following the occurrence on which such claim is based, unless the notice provision in the General Contract between the Owner and Contractor is less than seven (7) days, in which case, Subcontractor shall give notice to Contractor within 2 days less than the time required for Contractor to give notice to the Owner according to the notice provision in the General Contract. Such notice shall describe the dispute, controversy or claim in detail so as to allow Contractor to review its merits. Such notice shall also provide detailed information to substantiate such claim including supporting documentation and calculations, and including any information requested by Contractor. Any claim not presented within such time period shall be deemed waived by Subcontractor. (e) If the Subcontractor shall make any claim against the Contractor for extra work or additional compensation for which the Owner or its agents may be liable, the Contractor may present such claim or claims to the Architect and/or Owner for determination and decision provided (1) such claim is not, in the judgment of the Contractor, made in bad faith, (2) Subcontractor has given notice in accordance with Article 6 (d) and in the form required by the General Contract, and has presented the claim to Contractor within the time required by Article 6 (d), (3) Subcontractor has both requested in writing that Contractor present the claim and has agreed in writing, on terms satisfactory to Contractor, to pay all costs of Contractor in presenting and pursuing such claim. Further, if Contractor requires that Subcontractor execute a liquidating agreement or similar agreement on terms satisfactory to Contractor further memorializing the understanding of the parties in connection with the presentation of such claims, Subcontractor shall execute such agreement as a precondition for Contractor to submit such claim. Presentation of the claim by Contractor shall not be construed as an acknowledgment of the validity thereof, or a waiver of any right of the Contractor, and such action shall be without prejudice to its rights. If the claim is presented by the Contractor to the Architect and the Owner, the decision of the Architect and/or Owner shall be final and binding upon the Subcontractor to the same extent and purpose that it is final and binding on the Contractor. (f) No additional time or compensation will be allowed for weather delays or difficulties or inconveniences arising from mud, dust, water, ice, snow, wind, heat or cold or similar natural or physical conditions unless permitted under the General Contract and a claim therefore is made as set forth in Section 6(e). Contractor assumes no responsibility for material received, unloaded or stored for or by Subcontractor. Materials, tools, supplies, equipment, etc., belonging to or leased to Subcontractor are its responsibility and no claim for missing or stolen property will be allowed. Contractor shall not be required to provide hoisting facilities or temporary power, water or heat unless otherwise provided herein. (g) Contractor may direct Subcontractor to work overtime or premium time and Subcontractor shall comply with such direction. If approved in advance in writing by Contractor's authorized representative, Subcontractor may be reimbursed for such work but only for the difference between regular time and overtime for direct payroll cost and the related payroll taxes, insurance, and benefits, and shall not be entitled to any additional compensation for overhead or profit or for inefficiencies or declines in productivity or other impacts. Subcontractor shall be responsible for the costs of overtime work caused by failure of Subcontractor to provide sufficient manpower, maintain the progress of the Work, or otherwise meet its obligations hereunder. ARTICLE 7. DEFAULT -- (a) In the event the Subcontractor shall, in the judgment of the Contractor, (1) become unable to fulfill its financial obligation, become insolvent, or file or have filed against it any petition in bankruptcy, make an assignment for the benefit of creditors, or commence or have commenced against it or enter into any other proceeding or arrangement for relief of debtors, reorganization or deferral or discharge of debts, (2) fail to pay, when due, for materials, supplies, labor, taxes, or other items purchased or used in connection with the work, (3) fail to pursue the work in accordance with this Subcontract and the schedules established by the Contractor, (4) fail to supply a sufficiency of properly skilled supervisors, workmen, or of materials, tools, equipment, or supplies of the proper quality (including failure occasioned by a strike, picketing, boycott, or other cessation of work by Subcontractor's employees), (5) interfere with or disrupt, or threaten to interfere with or disrupt the operations of the Contractor, the Owner, or any other laborer, materialmen, supplier, subcontractor, or other person working on the job, whether by reason of any labor dispute, picketing, boycotting, or by any other reason, (6) violate any applicable federal, state, or local laws or regulations, (7) advise Contractor or demonstrate to Contractor that Subcontractor will be unable to timely and adequately perform any of its obligations under this Subcontract, or (8) commit any other breach of this Subcontract, then any such event shall immediately with no further action or notice required on the part of the Contractor, constitute a default by the Subcontractor under this Subcontract, and any such event shall be deemed to be a breach of this Subcontract. The Contractor will give the Subcontractor written notice of default. Upon receipt of such notice, Subcontractor shall have two (2) days in which to cure any such default provided, however, that if, in the judgment of the Contractor, such default cannot be cured within a two (2) day period after such notice, or Subcontractor has advised Contractor or Contactor has otherwise determined that Subcontractor is unable to cure or remedy said default, the Contractor will notify the Subcontractor of default but the Subcontractor will not have any right to cure such default and the Subcontractor may be terminated immediately. In the event of a default for which there is no right to cure as provided hereinabove, or in the event of the expiration of the 2-day cure period set forth hereinabove without all such defaults having been fully cured, the Contractor may terminate this Subcontract, take possession of all or any materials, fabricated items wherever located, supplies, equipment and tools pertaining to the Project whether on the Project site, in the Subcontractor's premises or in transit, and may make independent arrangements for completion of the work. Subcontractor grants to Contractor a right of entry into any premises owned or leased by Subcontractor for the foregoing purposes. The amount of completion cost, as well as any other costs, damages, or expenses, including Contractor's legal fees and expense, incurred as a result of such default shall SC4 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 be charged against any unpaid balance due to the Subcontractor under this Agreement or under any other agreement between Contractor and Subcontractor; and, if said total costs, damages or expenses shall exceed the balance due, the Subcontractor agrees to pay the amount of said excess immediately upon demand of the Contractor. The materials, supplies, equipment and tools taken by the Contractor may be used in completing the Project and may be incorporated into the improvements being constructed. With respect to any of such items incorporated into the Project, or consumed in the job, the net reasonable value of the same as of the date of taking shall be taken into account in the calculation of the aforesaid total completion costs, damages, and expenses. With respect to any such items which are not so incorporated or consumed, or which have a salvage value, the Contractor may, at its option (1) assume title to the same or any part of the same, as of the date of default and take into account the net reasonable value thereof as of the date of taking in the calculation of the total completion cost, damages, and expenses or (2) return the same to Subcontractor and take into account the net reasonable value of the use thereof by Contractor in the calculation of the said total completion cost, damages, and expenses (b) In addition to, and not in substitution of, the remedies herein above specified, Contractor may immediately, in the event of default or failure of Subcontractor to perform its obligations hereunder, provide or arrange for such workmen and materials necessary to continue and complete the work contracted for hereunder for the account of the Subcontractor and at Subcontractor's cost and expense, and apply any and all funds due or to become due to the Subcontractor thereto, all without terminating, rescinding or voiding this Subcontract or releasing the Subcontractor from any liability hereunder or from any damages caused by Subcontractor's failure to perform. (c) In the event of a default by the Subcontractor under this Subcontract, all sums and obligations owing to the Contractor by the Subcontractor in any right or capacity, whether under this Subcontract or otherwise, immediately shall become due and payable to the Contractor. (d) In the event the Contractor does not terminate this Subcontract, but assents to delayed completion of the work by the Subcontractor, such assent shall not be construed as a waiver of the Subcontractor's obligation to reimburse the Contractor for any costs, damages, or expenses incurred as a result of such delay; and all such costs, damages, and expenses shall be paid or reimbursed to Contractor upon demand. (e) In the event that Contractor wrongfully exercises any of its rights under this Article 7, Subcontractor's sole and exclusive remedy shall be payment of the Subcontract Amount for the portion of the Subcontract performed by Subcontractor, and Subcontractor hereby waives any and all other rights, claims and remedies under this Subcontract and/or at law. ARTICLE 8. RELEASES OF CLAIMS AND WAIVER OF LIENS -- Subcontractor agrees to provide to Contractor, and to provide and obtain from its subcontractors and suppliers of all tiers, executed releases of claims and/or waivers of liens and lien rights in the form required by Contractor and at such times as may be requested by Contractor. Subcontractor shall hold all monies paid by Contractor in trust for the payment of lower tier subcontractors and suppliers, promptly apply all payments made hereunder to Subcontractor's cost for labor and materials for the Project, and shall further take any and all necessary actions to keep the Project free and clear of all claims for liens and any and all claims against Contractor or Owner or any bonds posted by either of them in connection with the Project. In the event that any person furnishing labor or materials to the Subcontractor files a notice of intent to place a lien on the Project or files a lien on the Project or files a notice of claim or makes a claim against the Contractor or Owner or any bonds posted by either of them in connection with the Project, Subcontractor shall promptly but in no event later than any time required for a release bond to be posted under the General Contract take all necessary steps to have such notice or lien or claim withdrawn, including, if requested by Contractor, the posting of a bond. In the event that Subcontractor does not fulfill its obligations under this Article 8, Contractor may take all actions which it deems reasonable or necessary to protect the Project from liens and claims and the costs of any such actions including the cost of posting a release bond and attorney's fees, shall be deducted from amounts payable by Contractor to Subcontractor under this Agreement or any other agreement or circumstance. Subcontractor shall remain liable in the event that monies payable to it are insufficient to pay any damages or expenses arising from such liens. ARTICLE 9. MISCELLANEOUS -- (a) The Subcontractor shall not sublet, assign or transfer this Subcontract or any part thereof, or the money due or to become due under it, without the written consent of Contractor; and any assignment or transfer without such consent shall be void. Subcontractor hereby assigns to Contractor, upon termination of this Subcontract for any reason prior to its complete performance, all of subcontractor's rights in and to any agreements or purchase orders for labor or materials, equipment or services related to the Project, as well as any shop drawings, plans, specifications, or other documents prepared by or on behalf of the Subcontractor and such assignment shall create no rights in any other person unless accepted by Contractor. Contractor may assign this Subcontract, including but not limited to the Owner, the Owner's lender, or other entities as required by the Owner, to another contractor upon termination of the General Contract, or to any other persons or entities as required by the General Contract. (b) The Subcontractor shall not cause any unnecessary interference with or delay to the Contractor or to other subcontractors on said Project and shall repair promptly and be responsible for all damage done to the work of the Contractor or other subcontractors by Subcontractor, its agents, employees, subcontractors, or suppliers. Subcontractor shall be directly responsible to the Contractor or other subcontractors whose work is so damaged. The Contractor shall be responsible to the Subcontractor for physical damage to Subcontractor's work only if such damage is directly and proximately caused by the sole negligence of the Contractor. (c) The Subcontractor shall clean up and remove daily from the job site dirt, trash and debris arising from its work as directed by the Contractor. In the event the Subcontractor fails to clean up and remove such dirt, trash and debris, the Contractor may, at its discretion, arrange for the same at Subcontractor's expense. (d) To the fullest extent permitted by applicable law, Subcontractor agrees to defend, indemnify and hold harmless the Contractor and/or Owner, their officers, directors, agents and employees, from and against any and all claims, suits, liens, judgments, damages, losses and expenses, including, but not limited to, attorney's fees, arising in whole or in part and in any manner from the acts or omissions of the Subcontractor, its officers, directors, agents, employees or subcontractors, in the performance of this Contract, regardless of whether such lien, claim, suit, judgment damage, loss or expense is caused in part by a party indemnified hereunder. Nothing herein shall be construed to require Subcontractor to indemnify Contractor and Owner and/or their respective officers, directors, agents and employees from the sole SC5 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 negligence of Contractor or Owner, and/or their respective officers, directors, agents and employees. The Subcontractor shall defend and bear all costs of defending any actions or proceedings brought against the Contractor and/or Owner, their officers, directors, agents and employees, arising in whole or in part out of any such acts or omissions, provided, however, that the Contractor and/or Owner shall have the right to approve counsel to conduct such defense. Nothing herein shall be construed to create an indemnity obligation prohibited by applicable law or to waive Subcontractor's rights against any other subcontractor or supplier which may have contributed to causing the injury or damage. In claims against any person or entity indemnified under this Section by an employee of the Subcontractor or Sub -Subcontractors, anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable, the indemnification obligation under this Section shall not be limited by a limitation in amount or types of damages, compensation or benefits payable by or for the Subcontractor or Sub -Subcontractors under workers compensation acts, disability benefits, acts or other employee benefit acts. (e) Subcontractor acknowledges that, before executing this Agreement, it has carefully examined this Agreement, the Contract Documents and the Project site, has made such investigation of the Work required to be done and the material required to be furnished and, based upon such examination and investigation, Subcontractor represents that it fully understands and can perform all requirements of the Contract Documents. (f) With regard to the subject matter of this Subcontract: (1) Subcontractor shall have no greater rights and/or remedies against Contractor with respect to any matter (including, but not limited to, omissions, alterations, extra work and additional compensation) than Contractor has against Owner pursuant to the Contract Documents; (2) Subcontractor assumes all obligations, duties and responsibilities by which Contractor is bound to Owner pursuant to the Contract Documents; (3) Subcontractor shall be bound to Contractor to the same extent that Contractor is bound to Owner by all of the terms, provisions and conditions set forth in the Contract Documents; and (4) Owner shall have all rights and remedies against Subcontractor that Owner has against Contractor pursuant to the Contract Documents. (g) The Contractor shall have the right at any time, and for any or no reason, including for convenience, to terminate this Subcontract and require the Subcontractor to cease work thereon. The Subcontractor, in such event, shall be entitled to further payment only as provided in Article 5. The Subcontractor agrees to be bound by any and all provisions in the General Contract respecting renegotiation as well as termination for any reason. (h) Subcontractor agrees to clearly note on each payment check to, and related invoice of, its subcontractors and material suppliers which exceed One Thousand Dollars ($1,000.00), as being for work or materials provided pursuant to this Agreement for this Project, by name, all to be subject to Contractor's inspection upon request. Subcontractor also agrees to submit promptly to Contractor, upon request, the name, address and telephone number of each subcontractor or supplier of any tier, to Subcontractor for labor, materials, or equipment used on this Project. Contractor may contact any such subcontractors and suppliers and Subcontractor authorizes them to provide Contractor with any requested information (i) The Subcontractor warrants its workmanship and materials furnished against any defects, faults or damages arising therefrom during the period of construction and for a period of one year from the date of final completion of the Project (or for such longer period of time as may be required herein or by the Contract Documents). The Subcontractor shall remedy such defective workmanship, material, or damages at the request of the Contractor, at times convenient to the Owner, and to the satisfaction of Owner, Architect and Contractor. 0) Subcontractor shall comply with all applicable federal, state, and local laws and regulations by which it is bound and shall perform this Subcontract in strict conformity with applicable laws, codes, ordinances, rules, regulations and requirements of Federal, State, County and Municipal authorities and of the National Board of Fire Underwriters and any local fire Underwriters and any local fire insurance exchange now or hereafter in effect. In the event of any discrepancy between the present requirements of such laws or authorities and the provisions of this Subcontract, the former shall govern, and the Subcontractor shall perform the work as required thereby at no extra cost. Should the Subcontractor incur additional costs because of any future change in such requirements, additional compensation therefor shall be subject to Articles 5 and 6 hereof. If the Subcontractor performs any work or is otherwise in violation of any such laws, codes, ordinances, rules, regulations or requirements, it shall bear all costs arising or resulting therefrom. Where applicable, this contractor and subcontractor shall abide by the requirements of 41 CFR §§ 60-1.4(a), 60-300.5(a) and 60-741.5(a). These regulations prohibit discrimination against qualified individuals based on their status as protected veterans or individuals with disabilities, and prohibit discrimination against all individuals based on their race, color, religion, sex, sexual orientation, gender identity, or national origin. Moreover, these regulations require that covered prime contractors and subcontractors take affirmative action to employ and advance in employment individuals without regard to race, color, religion, sex, sexual orientation, gender identity, national origin, protected veteran status or disability. (k) Subcontractor shall be represented on the job site during the course of its work by qualified, full-time supervisors acceptable to Contractor. The Contractor shall have the right to require at any or all progress meetings, whether called by the Owner, the Contractor, or others, the presence of a representative of the Subcontractor authorized to act in its behalf. All work hereunder shall be performed by persons well qualified and experienced in the kind of work to be performed and licensed as required by law. Subcontractor shall enforce discipline and good order among its employees, suppliers, and subcontractors engaged in the work. Contractor may require Subcontractor to remove from the project any such employees, suppliers, or subcontractors or others employed on the work that Contractor may deem incompetent, improper, or a hindrance to progress of any work on the Project, whereupon any such employee, supplier, or subcontractor shall be so removed and shall not again be employed on any part of the work without written consent of the Contractor. (1) The Subcontractor agrees that it shall not engage in discriminatory employment practices in violation of any Federal, State, or local law, or Owner requirements regarding employment discrimination, including any order or regulation of any agency authorized to enforce any such law. To the extent applicable, the Subcontractor agrees to comply with Title VII of the Civil Rights Act of 1964, Executive Order 11246, and all additional orders, regulations, amendments, etc., pertaining thereto, including certification of non -segregated facilities. The Subcontractor agrees to furnish such additional information, certifications, and policies as may be required by the Contract Documents. The Subcontractor agrees to comply with all applicable rules, regulations and relevant orders of the Secretary of Labor issued pursuant to the Rehabilitation Act of 1973, the Vietnam Era Veterans Readjustment Assistance Act of 1974, and the Americans With Disabilities Act of 1990. If applicable to the work under this Subcontract, Subcontractor shall comply with the SC6 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 requirements of Executive Order 13496 and 29 C.F.R. 471, Appendix A, and the employee notice set forth therein is incorporated by reference into this Subcontract. (m) Subcontractor shall comply with all applicable federal, state and local laws, regulations and orders relating to occupational safety and health, and related procedures established by Contractor and shall, to the extent permitted by law, indemnify and hold Contractor and Owner, their directors, officers, agents and employees, harmless from any and all liability, public or private, penalties, contractual or otherwise, losses, damages, costs, attorney's fees, expenses, causes of action, claims or judgments resulting from a claim filed by anyone in connection with the aforementioned acts, or any rule, regulation or order promulgated thereunder, arising out of this Agreement or any subcontract hereunder. Subcontractor further agrees in the event of a claim of violation of any such laws, regulations, orders or procedures arising out of or in any way connected with the performance of this Agreement, Contractor may immediately take whatever action is deemed necessary by Contractor to remedy the claim of violation. Any and all costs or expenses paid or incurred by Contractor in taking such action shall be borne by Subcontractor, and may be deducted by Contractor from any payments due Subcontractor. Subcontractor shall have the primary responsibility to safeguard and protect its employees on the Project from injuries as well as any other persons or property which could be affected by Subcontractor's operations on the Project. In addition but not in substitution for Subcontractor's primary responsibility for safety, the Subcontractor agrees to (1) comply with all safety rules and regulations and work practices and procedures established by the Contractor and/or the Owner; (2) take all necessary steps to promote safety and health on the job site; (3) cooperate with Contractor and other contractors in preventing and eliminating safety and health hazards; (4) train, instruct and provide adequate supervision to assure that its employees are aware of, and comply with, applicable Federal and State safety and health laws, standards, regulations and rules, safe and healthful work practices and all applicable safety rules, regulations, and work practices and procedures of the Contractor; (5) not create any hazards or expose any of its employees, employees of the Contractor or employees of Subcontractors to any hazards; (6) immediately abate all hazards within its control regardless of whether it created such hazard; and (7) where the Subcontractor is aware of the existence of a hazard not within its control, notify the Contractor of the hazard as well as warn exposed persons to avoid the hazard. (n) In the event of variations, conflicts, ambiguities or inconsistencies between or among the terms, provisions or conditions of this Subcontract and any other Contract Documents, the terms, provisions and conditions which grant greater rights or remedies to Contractor or impose higher standards with regard to the obligations, responsibilities and scope of work of the Subcontractor shall control. Notwithstanding any other provisions of this Subcontract or of the Contract Documents, no provision hereof shall be construed to permit Subcontractor to pursue against the Contractor rights and remedies available to the Owner against the Contractor in the General Contract unless such rights and remedies are specifically and explicitly made available to the Subcontractor herein. In particular, disputes hereunder shall not be resolved by arbitration, but rather shall be resolved by litigation unless Contractor directs Subcontractor in writing to arbitrate a specific dispute. In the event that arbitration is provided in the General Contract for disputes between Owner and Contractor or Contractor otherwise chooses, at its sole discretion to submit a matter to arbitration, Subcontractor agrees, upon request of Contractor, to submit any disputes as determined by Contractor in its sole discretion, to arbitration and, if necessary, consolidation of said disputes with any arbitration or administrative proceedings between Contractor and Owner or any other party. (o) The Subcontractor agrees to provide and furnish prior to commencing work, certificates in duplicate of insurance covering its work under this Contract for Worker's Compensation, General Liability Insurance to include Bodily Injury and Property Damage Insurance, and other insurance with limits and coverages as set forth in the Contract Documents or in Exhibit A attached hereto, whichever is greater. All policies of insurance shall be in "occurrence" form and with companies and in amounts acceptable to the Contractor, and shall not be subject to modifications or cancellation during the terms of the work hereunder without thirty (30) days prior written notice to the Contractor by certified or registered mail. Subcontractor will not change or terminate said policies without the written consent of the Contractor. The Subcontractor accepts exclusive liability for contribution tax or premiums for Unemployment Compensation, Social Security, Withholding Tax and Worker's Compensation. (p) The Subcontractor agrees to furnish a bond guaranteeing its performance of this Subcontract, and the payment of its subcontractors and suppliers, if so requested by the Contractor, in amount and form and with such surety as are acceptable to the Contractor. The cost of the bond shall be paid by Subcontractor unless otherwise provided herein. Subcontractor shall be deemed not to have provided a bond meeting the requirements of this Subcontract in the event that the bond is conditioned upon the payment of monies due Subcontractor hereunder to an escrow agent or other third party who will disburse payment to subcontractors, material suppliers or other creditors of the Subcontractor. (q) The Subcontractor understands and agrees that it shall not deal directly with representatives of the Owner, but shall handle all matters connected with this Subcontract, the work, or the furnishing of the materials or payment therefor, exclusively through the Contractor, unless otherwise directed in writing by the Contractor. (r) This Subcontract shall be governed by the laws of the State of Maryland, without regard to principles of conflict of laws. Any action or suit arising hereunder shall be brought in the jurisdiction where Contractor's principal office is located without regard to principles of conflict of laws or forum non conveniens. In the event of litigation between them, Contractor and Subcontractor waive trial by jury. If requested by Contractor, Subcontractor agrees to submit any dispute under this Subcontract to arbitration under the Construction Industry Rules of the American Arbitration Association, or pursuant to any Arbitration procedure and rules governing the General Contract, if any. (s) Neither party hereto may waive or release any of its rights under this Agreement, except in writing. The waiver by either party hereto of any breach of any provision of this Subcontract shall not be construed as, or constitute, a continuing waiver, or a waiver of any other breach of any provision of this Subcontract. (t) If any provision of this Agreement is held by a Court of competent jurisdiction or arbitrator(s) to be invalid or unenforceable, whether in whole or in part, such provision shall be ineffective only to that extent without invalidating or rendering unenforceable any valid portions of the provision and/or any other provision of this Subcontract. (u) The Parties agree that they have both had the opportunity to obtain the assistance of counsel in reviewing the terms of this Subcontract prior to execution, and as such this Subcontract shall be construed neither against nor or in favor of either party, but shall be construed in a neutral manner. (v) Owner shall be considered a third party beneficiary of all of Contractor's rights under the Subcontract, but not the obligations. Subcontractor shall have no rights or claims directly against Owner except to the extent of any mechanic's lien rights available by statute. All other legal or equitable claims by Subcontractor, including claims against Owner of quantum meruit or unjust enrichment, are hereby waived and released. This Subcontract and the exhibits attached hereto SC7 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 and incorporated by reference herein contain the entire agreement of the parties with respect to the subject matter of this Agreement, and supersede all prior negotiations, agreements and understandings with respect thereto. This Subcontract may be amended only in writing signed by both Contractor and Subcontractor. ARTICLE 10. SUBCONTRACT AMOUNT —The Contractor agrees to pay the Subcontractor for the performance of its work hereunder the following sum or sums, which shall unless otherwise specified, include all taxes, insurance premiums, charges for permits and all other fees and charges, and shall be firm and binding on the Subcontractor for the work and not conditioned upon a firm completion date or on any labor increases or material escalation costs which might occur during the course of construction: Three million four hundred two thousand five hundred seventy ($3.402.570.00) Percentage fees for overhead and profit for extra work, subject to the provisions of Article 6 hereof, shall be: 10% for work performed by Subcontractor's own forces and 5% for work performed by its subcontractors and suppliers. Sub - subcontractor shall likewise be entitled to 10% for work performed by their own forces and 5% for work performed by their subcontractors and suppliers. No fee will be allowed on overtime premiums. Such percentages include all office overhead and supervision above the foreman level. ARTICLE 11. CONTRACT ALTERATIONS AND OMISSIONS —Any terms and conditions, to the extent inserted or added as part of an exhibit hereto by Contractor into this Subcontract, are hereby acknowledged by both parties to form a part of this Subcontract. In the event any terms and conditions are inserted or added as part of an exhibit hereto by Subcontractor, such terms and conditions shall only become part of this Subcontract if, and only if, each such term or condition is initialed by both Parties. In the event of conflict between any such properly added terms and conditions, and the standard terms in this Subcontract, the added terms and conditions shall prevail. In the event any such changes to this Subcontract form, including alterations and omissions noted thereon, are inconsistent with the requirements of the second sentence of Article 3(a), the requirements of the second sentence of Article 3 (a) shall prevail in all respects. [SIGNATURES ON FOLLOWING PAGE] SC8 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. SUBCONTRACTOR: Wrangler Concrete Construction LLC CONTRACTOR: THE WHITING -TURNER CONTIACTING COMPANY BY: ! ��-- BY: l /�1�c4. d kerxy SIGNATURE—�� SIGNATURE Matt Roberson Michael Kersey PRINTED NAME PRINTED NAME Manager TITLE TITLE 6/14/2023 DATE: DATE: by: WITNESS: E�Sig"Id .aVic RA 7ME652CSSA2462.. WITNESS: SC9 DS Division vice Presiden l-U 6/16/2023 D... Sig-d by: row- -nsFscozn A Sao1._ Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 LIST OF EXHIBITS The Exhibits listed below are hereby incorporated into this Subcontract: Exhibit A — Insurance Exhibit B — Scope of Work Exhibit C — EEO Letter Exhibit D — Contractor/Subcontractor EH&S Manual Exhibit E — Project -Specific Quality Management Plan Exhibit F — Subcontractor Plan for COVID-19 Exhibit G - Contract Documents - Drawing & Spec Log Exhibit H - Project Schedule Exhibit I - Addendum to Subcontract for Texas Projects Exhibit J - Site Specific Safety Plan Exhibit K - WT Utility Location/Avoidance Policy (Revised 1/2/19) Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT A INSURANCE GENERAL INSURANCE REQUIREMENTS Prior to commencement of any work on the Project, Subcontractor shall, at its own expense, maintain, during the term of this Subcontract and any extensions thereof, the following insurance in the forms and with limits to satisfy both the requirements listed on this Exhibit A and those specified by the Subcontract and/or any other applicable Contract Documents. All insurance policies must be from insurers authorized to conduct business within the state(s) where the project is located. The insurance companies must also have a Best's Rating of at least "A-" and a financial size of "Class VII" or better. Subcontractor shall disclose and shall be responsible for payment of any deductibles or self -insured retention under these policies. No self -insured retentions shall be allowed under any of Subcontractor's policies without prior written consent of Contractor. Failure to adhere to these requirements shall constitute a material breach of the Subcontract. Any limit of insurance listed in this Section shall serve as only a minimum limit requirement of coverage. It is understood and agreed that this Exhibit shall in no way limit Subcontract's liability to any dollar value or insurance coverage limits stated herein. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE This insurance will pay the subcontractor's obligations under appropriate worker's compensation statutes, including federal benefits under the U.S. Longshore and Harbor Workers Compensation Act, the Federal Employers' Liability Act and the Jones Act, covering all employees who perform any of the obligations of the Subcontractor under this Subcontract. The Workers Compensation Insurance shall be carried with statutory limits compliant with the relevant legislation of the state(s) where any of Subcontractors operations or work are being performed for theProject. Employers liability coverage shall provide limits of at least $500,000 each accident for bodily injury and $500,000 each employee for disease. The policy limit for disease shall be at least $500,000. For Connecticut projects, Subcontractor hereby agrees that Whiting -Turner is reimbursing Subcontractor a sufficient amount as payment for the Workers Compensation Premium for its workers on this Project. COMMERCIAL GENERAL LIABILITY INSURANCE This insurance must be written on Standard ISO CGL Form CG 00 01 (or any equivalent form) on an "occurrence" basis, responding to claims arising out of occurrences which take place during the policy period. The commercial general liability coverage limits shall be the maximum limits available under the policy, but in no event less than, the following: $1,000,000 each occurrence for bodily injury and property damage $1,000,000 each incident for personal and advertising injury $2,000,000 products -completed operations aggregate $2,000,000 general aggregate $100,000 fire legal liability $10,000 medical expense The general aggregate limit shall apply separately to each project. The products and completed operations coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. The Whiting -Turner Contracting Company is to be included as an additional insured. The contractual liability coverage shall include protection for the Subcontractor from general liability claims arising out of the liability assumed under the indemnification provisions of the Subcontract without exclusion or limitation for work subcontracted by Subcontractor, to any tier. There shall be no exclusion or limitation for liability arising out of explosion, collapse and underground hazards (XCU) or subsidence, if the scope of subcontractor's work involves digging, excavation, grading, or use of explosives. There shall be no exclusion or limitation for residential work if such work is part of the scope of the Subcontract. If the scope of Subcontractor's work could cause or contribute to water intrusion or the development of "mold", "fungi" or "bacteria", including but not limited to work that involves exterior insulated finish systems (EIFS), the construction of the building envelope (skin, windows, waterproofing, roofmg, flashings, etc.), fire suppression, plumbing systems or HVAC systems, the Subcontractor's general liability policy shall not contain any exclusion for such exposures. If Subcontractor's general liability policy excludes such coverage, and this coverage cannot be added by endorsement, then Subcontractor is required to cant' separate Pollution Liability Insurance with mold specifically included as a covered loss. The commercial liability coverage, including any umbrella excess, shall include faulty workmanship as a trigger of occurrence. In any state where faulty workmanship is not considered a trigger of occurrence, including Pennsylvania, Ohio and Kentucky, any insurance policy which provides that it is governed by the laws of such states shall not be acceptable, unless an endorsement is provided that expressly includes faulty workmanship in the definition of occurrence. Umbrella excess must be endorsed with similar language to ensure follow form coverage of primary insurance. (Exhibit Revised 3/2022) Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 BUSINESS AUTOMOBILE LIABILITY INSURANCE This insurance shall apply to any auto, including all owned, hired and non -owned vehicles, to a combined single limit of at least $1,000,000 each accident. For those subcontractors subject to the Motor Carrier Act of 1980, the Motor Carrier Act endorsement # MCS-90 should be attached to the policy, with a primary limit of at least $1,000,000 each accident. Any statutorily required "No -Fault" benefits and uninsured/underinsured motorists' coverage should be included. Any deductible under this policy must be disclosed and will be fully assumed by the subcontractor. UMBRELLA EXCESS LIABILITY INSURANCE This insurance must provide coverage in excess of the limits of employers' liability, commercial general liability and business automobile liability. The umbrella coverage limits shall be the maximum limits available under the policy which shall be at least $5.000.000 each occurrence and a $5,000,000 aggregate and include coverage as broad as the primary insurance. Umbrella excess must be endorsed with primary non -contribution language to ensure follow form coverage of primary insurance. PROOF OF INSURANCE/ENDORSEMENTS/ADDITIONAL INSURED REOUIREMENTS Prior to commencing work and throughout the Subcontract term and any extensions thereof, as a material term of the Subcontract, Subcontractor shall provide Whiting -Turner with certificates of insurance using the ACORD form or its equivalent executed by a duly authorized representative of each insurer and with copies of any necessary riders or endorsements attached. Such riders and endorsements shall be in a form reasonably acceptable to Whiting -Turner, evidencing that Subcontractor's insurance coverage is in compliance with the insurance requirements set forth in this Exhibit A and in the Contract Documents. All insurance policies shall be endorsed to provide at least 30 days prior written notice to Whiting -Turner of cancellation or non -renewal of any insurance provided pursuant to this Exhibit A or at least 10 days notice of cancellation due to non-payment of premiums. Whiting -Turner, the Owner and other entities as required by the Contract Documents or otherwise required by Owner or Contractor shall be named as an additional insured under the Commercial General Liability, Auto Liability and Umbrella Excess Liability policies of insurance, and special policies listed below if applicable, per standard ISO endorsement forms 2010 (10/01) for Ongoing Operations and endorsement form 2037 (10/01) for Products/Completed Operations, if available, or otherwise per standard ISO endorsement forms 2010 (07/04) for Ongoing Operations and 2037 (07/04) for Products/Completed Operations, or equivalent. Coverage's shall be maintained by Subcontractor for itself and for the additional insureds for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. Such insurance shall include cross -liability coverage as provided under standard ISO forms separation of insured clause. It is expressly agreed and understood by and between Subcontractor and Whiting -Turner that the insurance afforded the additional insureds shall be the primary insurance and that any other insurance carried by Whiting -Turner shall be excess of all other insurance carried by the Subcontractor and shall not contribute with the Subcontractor's insurance. Subcontractor further agrees to provide endorsements on its insurance policies as required to comply with these requirements. Subcontractor further agrees to include, to the fullest extent permitted by applicable law, the following language on its insurance certificate to acknowledge compliance with these requirements; however, Subcontractor's failure to provide such endorsements or acknowledgement shall not affect Subcontractor's agreement hereunder: "Whiting -Turner, the Owner,[insert the names of additional insured entities] and other entities as required by the Contract Documents or otherwise required by Owner or Contractor are Additional Insured's under the primary and umbrella excess liability insurance policies on a primary and non-contributory basis for Ongoing Operations and for Completed Operations and such coverage shall comply with the provisions of standard ISO endorsement forms. A Waiver of Subrogation in favor of the above listed parties shall apply to the primary and umbrella excess policies required under this Subcontract. Additional Insured's shall be provided at least 30 days prior notice of cancellation or non -renewal, or at least 10 days notice of cancellation due to non-payment. " hi the event applicable State law prohibits any of the above language from being included in Certificates of Insurance, Subcontractor shall provide a Certificate of Insurance reflecting coverage provided in policies for Additional Insured status for ongoing and product completed operations, Waivers of Subrogation, and a 30 day cancellation notice. The Certificate of Insurance shall contain wording from the policies and endorsements verifying the foregoing are covered by the policies and endorsements. Notwithstanding any other provisions to the contrary herein or in the Subcontract, the additional insured obligations herein are independent obligations from any indemnity obligations under the Subcontract, such that in the event any or all of the indemnity obligations under the Subcontract are determined to be void or otherwise unenforceable, the additional insured obligations shall remain in full force andeffect. WAIVER OF SUBROGATION Subcontractor hereby waives all rights of subrogation against Owner, Whiting -Turner, the Architect and its consultants, and any of Subcontractor's sub -contractors and consultants, and their respective trustees, directors, officers, employees and agents for recovery of damages to the extent those damages are covered by any insurance policies the Subcontractor is required to maintain as set forth herein. Subcontractor agrees to obtain, at its own cost, and deliver to Whiting -Turner copies of any endorsements necessary to provide such a waiver under the applicable insurance coverage. Umbrella excess must be endorsed with waivers of subrogation language to ensure follow form coverage of primary insurance. SPECIAL COVERAGE — IF APPLICABLE SC 12 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 1. Pollution Liability — If the scope of services or work under this Subcontract could result in a potential environmental hazard, including but not limited to, transportation, handling, storage or abatement of hazardous substances, or involve work such as demolition, earthwork, or utilities that could result in a potential environmental exposure, Subcontractor shall purchase and maintain Pollution Liability Insurance which shall be on an occurrence basis with a limit as required by contractor, which shall be the maximum limits available under the policy, but in no event less than $2,000,000 per claim. The coverage is to be maintained for a period at least equivalent to the period under which the Contractor is potentially liable for work performed whether under the Contract Documents and/or at law, whichever period is greater. If Subcontractor can only provide this insurance on a "claims made" basis, such policy shall include a retroactive date prior to the initiation of any work and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 2. Blasting — If the scope of the Subcontractor's work involves any blasting operations, Subcontractor agrees to provide specific evidence, to the satisfaction of Contractor, that the insurance policy covers such operations. 3. Professional Liability — If the scope of Subcontractor's work involves the performance of any delegated design, design assist, or design services (including but not limited to architecture, engineering, landscape architecture, surveying, construction management, environmental consulting, testing, rigging, shoring or fastening) performed by or on Subcontractor's behalf, Subcontractor and any design subcontractors/consultants/vendors working under the Subcontractor shall each maintain Professional Liability coverage with limits as required by the Contract Documents which shall not be less than $2,000,000 per claim or the value of the Subcontract, whichever is greater. If Professional Liability coverage is provided on a "claims made" basis, the policy shall include a retroactive date prior to commencement of services and Subcontractor shall continually maintain such policy or shall purchase an "extended reporting period" endorsement providing coverage for at least three (3) years beyond project completion or such longer period of time as specified in the Contract Documents. 4. Aircraft Liability Insurance — If the Subcontractor or any lower tier subcontractor/vendor uses any type of owned, leased, chartered or hired "manned" aircraft on the Project, Subcontractor shall provide Aviation insurance with minimum limits of 1 OM per occurrence; Any subcontractor or lower tier SubcontractorNendor using Drones on the Project shall provide Unmanned Aircraft Liability coverage with minimum limits of 1 M per occurrence; All such policies shall name Contractor as an Additional Insured and provide a Waiver of Subrogation in favor ofContractor. 5. Cyber Insurance - If the Contract Documents require the Contractor or its Subcontractors to provide Cyber Insurance and/or if Subcontractor's scope of work involves Building Information Systems, Security/Access Control Systems or Data Systems, Subcontractor shall maintain Cyber Insurance of the types and limits required by the Contract Documents, which shall not be less than the following coverage: $2M in Information Security & Privacy Liability, Regulatory Defense & Penalties, Media Content Liability (infringement of intellectual property, including but not limited to infringement of copyright, trademark, and trade dress, and invasion of privacy violations), Privacy and Breach Notification Costs, including credit monitoring services, Extortion & Ransomware, including digital/virtual currency; and $IOOK in Social Engineering Fraud. SC 13 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT B GENERAL SCOPE OF WORK The intent of this subcontract is that all work is to be performed as required to provide an end result as shown by the contract documents. It is the responsibility of this subcontractor to carefully examine existing conditions in conjunction with the contract documents to ascertain the entire scope of work. No additional compensation will be allowed for the interface and/ or coordination of this work with existing conditions that are apparent or reasonably inferable at time of bid. The work shall generally include, but is not limited to the following: I. GENERAL SCOPE 1. Project Delays Subcontractor recognizes that the Owner may delay the construction of any portion of work. In the event that a portion of Work is delayed, there shall be no reason for additional cost, provided the Subcontractor has been provided adequate duration for the work in accordance with original scheduled duration for the work. 2. General Requirements The General Requirements for this project are included in the specifications. Refer to this document for additional information regarding overall project coordination and requirements of this subcontract. 3. Field Offices and Storage a. Subcontractor field offices, storage areas, parking etc. shall be designated by Whiting -Turner. Each subcontractor will provide their own temporary utilities from a central distribution system provided by Whiting -Turner. Each Subcontractor will be responsible for providing and payment for their own services. b. Subcontractors may be required to submit for "Occupancy and Use" permits for all temporary construction trailers and storage containers used on this project. Any and all cost associated with said permit is the subcontractor's responsibility. c. Provide storage of all materials, tools and equipment used or stored on project site. Due to lack of staging area, only trades approved by Whiting -Turner in advanced may store material on -site prior to installation. Subcontractors are to deliver material in a sufficient quantity to support the schedule. Coordinate all deliveries appropriately and relocate materials as necessary so as not to delay progress of other trades. Whiting -Turner will not provide security of Subcontractor's equipment and supplies. d. Subcontractor is responsible for delivery, set up and removal of field offices and storage units. 4. Site Access, Staging and Deliveries a. Access to the construction site will be limited to assigned locations. b. Subcontractor acknowledges that he has visited the site and is fully aware of site conditions, staging area, access, and parking availability. Subcontractor is also aware that Whiting -Turner will provide no security other than a fenced staging area. c. Subcontractor is aware of and has accounted for the laydown/ staging areas being "remote" from the immediate hoisting area. Additionally, Subcontractor is aware and has accounted for hauling of some or all of the materials from the staging area to the hoisting area. d. Deliveries and storage of materials shall be coordinated with Whiting -Turner Superintendent. All deliveries shall enter the building at phase and area specific entry points only, as designated by Whiting -Turner. All deliveries, staging, and storage shall be as specifically approved in advance by Whiting -Turner, and shall not disrupt site activities or obstruct required site exit and loading areas. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 e. Subcontractor owns all freight, delivery and off-loading of material and equipment deliveries. 5. Temporary Utilities a. Temporary Power: Electrical Subcontractor b. Temporary Water: From site hydrants or designated locations in the building c. Temporary Lighting: Electrical Subcontractor for general lighting, task -specific lighting is by the subcontractor needing additional lighting 6. Building Permits Whiting -Turner will pay for and obtain general building permits for the general construction. Any trade specific permits, fees and licenses required for the work will be the responsibility of the appropriate Subcontractor. Copies of these documents will be provided to Whiting -Turner. 7. Personnel Subcontractor may be required to provide an organization chart detailing the proposed structure of key personnel (including resumes) for the project. Subcontractor is to provide a full-time, on -site English speaking superintendent. 8. Contract Documents a. Subcontractor will be provided access to electronic copies of the drawings and specifications with contract award, if requested. Any additional sets and hard copies must be purchased by Subcontractor. b. Subcontractor acknowledges receipt of all documents associated with this contract (listed under Project Documents). 9. Submittals a. Subcontractor shall provide all submittals, coordination drawings, shop drawings, pertinent manufacturer's data, mock-ups, samples, as-builts, etc. required to complete the work as specified by the contract documents. Submittals shall be coordinated to allow ample time for review, approval, fabrication and delivery prior to and in accordance with the construction schedule. b. All construction documents, reports, drawings, sketches, and related shop drawings should contain elevations which are referenced to the Contract Documents 10. Material Safety Data Sheets Subcontractor shall provide and maintain MSDS (Material Safety Data Sheets) for all known hazardous substances brought onto the site by your personnel, subcontractors and material suppliers. 11. Long -Lead Items a. Upon receipt of this agreement, Subcontractor will verify availability including delivery lead-time of all materials and immediately notify Whiting -Turner of any potential delays to the project schedule. b. Subcontractors responsible for procuring long lead items are required to submit and regularly update a "material expediting" list indicating each items manufacturer, sales representative (including phone numbers), lead times, required shop drawing submittal and approval dates, manufacturer order/job numbers, etc. necessary to monitor the procurement of long lead items. 12. As -Built Drawings a. Maintain one (1) AS -BUILT set of Contract and Shop Drawings. These must be kept up-to-date during the course of the project. Whiting -Turner reserves the right to check these drawings each month as a prerequisite for payment. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 b. Subcontractor shall update as-builts when changes are made through the approval process, change orders are issued, detailing corrections, or supplemental information or clarifications by the Architect are made. The intent is that at project completion, the as -built set is accurate of the final installation. 13. Shut -Downs and Tie -Ins Utility shutdowns and tie-ins must be scheduled with Whiting -Turner. 14. Clean -Up a. Subcontractors will be required to assist in cleaning and removal of any mud, dirt, dust, and/or debris tracked onto private and/or public roadways during construction operations or deliveries while they are working on site. Subcontractor shall be fully responsible for any mud or dirt tracked on public roads directly caused by their equipment. b. A job dumpster will be provided by Whiting -Turner unless noted otherwise in the Specific Scope of Work. Subcontractor shall perform daily and final clean-up of debris for all work performed under this contract. This clean-up shall be performed often enough to maintain the area of work in a clean and safe condition at all times and to ensure no other trades are hampered by debris. Excess materials shall not be allowed to accumulate. Subcontractor is responsible for removal of all trash, debris and excess materials to dumpsters (provided by others, unless noted otherwise herein) on a daily basis or as directed by Whiting -Turner's superintendent. Should Subcontractor fail to clean work areas on a daily basis this shall constitute immediate default of contract and area will be cleaned by alternate methods by Whiting -Turner forwarding all costs back to Subcontractor. Should area be occupied by multiple subcontractors they shall share in the costs based on manpower on project site. d. Suitable measures to control dust, mud and noise are the responsibility of this subcontractor (including street sweeping as required) for this scope of work. 15. Excess Spoils All excess spoils generated by this subcontractor and by this scope of work are the responsibility of this Subcontractor and are to be hauled off -site, unless directed otherwise in writing. 16. Inspections a. Subcontractor is responsible for coordinating and scheduling all necessary testing and inspections directly with inspections agency or local authorities. A copy of all inspection reports must be forwarded to Whiting -Turner. Be advised that any failed inspections of work may result in payment of re -inspection fees by Subcontractor. b. An independent Testing and Inspection Agency for the geotechnical and structural related work will be provided by the Owner. Coordinating, scheduling and providing access for related inspections will be the Subcontractors responsibility. For additional Subcontractor requirements refer to the General Requirements. c. All materials and workmanship are subject to the inspection and approval by Whiting -Turner, the Owner and/or their agents. 17. Hoisting a. Provide all ladders, lifts, hoisting, cranes, rigging, scaffolding etc. required to perform the work under this agreement and maintain same in safe working condition. Whiting -Turner will not provide hoisting facilities. Whiting -Turner will assume no responsibility for materials received, unloaded and/or stored for or by the Subcontractor. Major deliveries shall be coordinated with Whiting -Turner at least 48 hours prior to arrival on the site. Items arriving without proper notification may be refused to the jobsite. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 b. All hoisting and scaffolding to be in accordance with O.S.H.A. regulations, local and state agencies. All materials delivered F.O.B. jobsite shall be off loaded by Subcontractor to a designated staging point. c. Subcontractor shall be responsible for any citations or fines associated with improper use or maintenance of such hoisting equipment. d. Subcontractor has visited the site and understands the logistical constraints with respect to hoisting of materials and equipment. 18. Safety a. Ensure a safe working environment for all employees on site. All work to be done in accordance with OSHA, local safety regulations and Whiting -Turner Safety Rules (See Project Administrative Documents). Subcontractor shall designate a full time employee at the site as a Safety Person" responsible for maintaining all safety requirements during the performance of the Work. b. Subcontractor shall be responsible for all safety barricades, temporary protection, etc. with work associated with this subcontract. Subcontractor shall specifically provide perimeter protection and/or fall protection to areas of work which falls can occur. (i.e. excavations, building edge, stair openings, elevator shafts and any other open penetrations where a safety hazard could exist). c. Safety meetings will be held weekly. All subcontractor's superintendents, foreman and employees are responsible for attendance or forwarding a copy of their safety meeting, if it is conducted weekly, while on site. Subcontractors are encouraged to hold individual safety meetings and forward a copy of the programs to Whiting -Turner. d. All on -site personnel are required to attend a Safety Orientation Meeting held at the Whiting -Turner jobsite office immediately upon mobilization. Subsequent to the orientation, any of the subcontractor's employees found in violation of any Whiting -Turner or OSHA safety rules, will be subject to a fine as set forth by Whiting -Turner during the Safety Orientation. Repeat violations may result in the Subcontractor's personnel's immediate removal from the Jobsite. e. All superintendents, foreman and safety personnel shall be OSHA 30 and First Aid/CPR certificated. f. Subcontractor shall submit a jobsite safety plan, MSDS sheets, and hazard analysis plan(s) for any work deemed necessary by Whiting -Turner prior to mobilization and the start of construction. 19. Payment a. Included herein (See Project Administrative Documents) are Application For Payment procedures which must be followed. Applications not submitted properly will be returned without payment. b. Subcontractor shall submit schedule of values for approval prior to issuance of first monthly pay application. This schedule of values will be used for progress billings. c. Original invoices are to be submitted by the 25th of each month for work completed through the 30"/31st. Invoices to be submitted on modified AIA G702 (WT-001) and G703 (WT-002) forms as attached. No fax copies will be accepted. d. Subcontractor is to submit partial lien releases from vendors/suppliers before pay applications will be processed (See Project Administrative Documents) or Contractor may issue joint checks. e. All submittals must be received by Contractor prior to acceptance and processing of the Pt pay application. f. Final payment will not be processed unless Whiting -Turner has received all warranty and close-out information required by the contract documents. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 20. Additional Work a. Subcontractor understands that there will be no compensation for extra work done without written authorization from Whiting -Turner. Subcontractor shall also proceed with additional work increasing the contract amount with written authorization from Whiting -Turner. b. Contractor shall have the right to order changes in the work including, without limitation, alterations, additions, deviations, or omissions from the work. The ordering of any such changes, regardless of their magnitude, shall in no way invalidate the Subcontract and such changes shall be governed by the terms of the Subcontract. c. In the event any portion of Work is deleted, it shall be deleted at the price indicated for that portion of Work. d. Subcontractor shall submit pricing for changes within five (5) days of receipt of the change request form (CR), unless mutually agreed upon otherwise. All pricing must be accompanied by a detailed breakdown of the costs. Non -response within the required time frame (5 days) will be considered as the Subcontractor's agreement to accept Contractor's assigned value for the change. e. All change issues are to be resolved monthly, prior to processing of monthly pay applications. 21. Change order Pricing and Processing Definitions: a. Overhead: Defined as any office labor, management labor, estimating, secretarial, accounting, etc. above working foreman. Materials considered overhead are items such as but not limited to copy machines, phones, fax machines and all items associated with office work. Overhead is not reimbursable as a separate line item and is included within the allowed "Overhead and Profit" percentage defined within the Subcontract Agreement. b. Profit: Defined as the fee for work performed, calculated as a percentage of the cost of work. No fee shall be attributed to overhead. c. Small tools (Value less than $300.00): Shall be considered overhead unless specific tasks require equipment / tools be purchased to accomplish such work at which time they will become property of the Owner. d. Insurance: Liability insurance, health insurance for office staff, automobile and equipment insurance, theft insurance, builder's risk insurance shall be considered overhead. e. Bond: Bond Cost shall be attributed to the change order pricing based on submitted bond rate at bid submission and contract award. 22. Material Status Report Subcontractor is to prepare and maintain a material status report for all material to be used on the project. The report shall include material item, supplier, purchase order number, telephone number, contact and a schedule for shop drawings, fabrication, and deliveries. Whiting -Turner reserves the right to check directly with suppliers on all items that are critical to the project schedule. This report is to be submitted with the monthly pay application as a condition of payment. 23. Insurance a. Prior to the commencement of work, subcontractor shall furnish a certificate of insurance naming "The Whiting -Turner Contracting Company; HCA Healthcare, Partnership Market Office" as additionally insured. The coverages shall meet or exceed those specified by the insurance requirements. Reference Exhibit A for insurance requirements. b. Additional Insured Endorsement included in Attachment A, must be submitted with the certificate of insurance, prior to the commencement of work. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 24. Progress Meetings Progress meetings will be held a minimum of once a week at our field office. All subcontractors (Field Superintendent or Foreman) are required to attend meetings to adequately control the flow of work. Minutes will be issued each week for the previous week. Attendance is mandatory when Subcontractor has work occurring within two weeks of scheduled meetings. 25. Daily Field Reports a. Submit Daily Field Reports providing manpower (i.e, names of each employee, hours of work, and areas of work) and construction progress information to the General Contractor's Field Superintendent. Daily Field Report forms will be supplied by the General Contractor. b. Field reports to be signed by the Subcontractor's Foreman for the project. 26. Surveying and Layout a. Whiting -Turner will provide initial property corners and benchmark elevations. Subcontractor is responsible for layout, field verification and engineering for work under this agreement. Any additional layout required shall be the responsibility of this Subcontractor. b. All field measurements and verification of existing conditions required to perform the work will be the responsibility of the Subcontractor, unless specifically noted otherwise in the specific scope of work. 27. Cost Escalation Include all wage and material escalation costs necessary to account for the project duration. 28. Coordination with other Trades Subcontractor is aware that other subcontractors will be working in close proximity. Subcontractor is responsible for cooperating and coordinating the work with other subcontractors to avoid unnecessary conflicts and delays. 29. Eating, Drinking, and Smoking Subcontractor's personnel will refrain from eating, drinking and smoking in all areas on the project except those specifically designated by Whiting -Turner for those purposes. 30. Schedule a. Subcontractor has reviewed the Project Schedule and agrees to adequately staff the job and/or work overtime, weekends and shift work to meet this schedule. All expediting of material required to meet this schedule is included in the contract. The schedule is a calendar day schedule and no extensions will be granted because of holidays and normal weather. Subcontractor is aware of interim milestone dates and will schedule its work and required inspections accordingly, allowing follow-up subcontractors or the Whiting -Turner's / Owner's forces adequate time to complete their work. b. Subcontractor shall submit, upon award of contract, manpower loading for all activities if requested by Whiting -Turner. These activities shall be broken down to day-to-day, week -to -week activities. c. Subcontractor, at no additional cost, shall work each Saturday as required to make up lost work day(s) due to inclement weather during the same week. d. Subcontractor agrees to perform work concurrently as required by the project phasing and schedule e. Subcontractor agrees that in the event that they fall behind and/or delay the schedule as identified by Whiting -Turner, they will provide additional manpower and/or overtime necessary to make up the schedule. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 31. Mobilizations Subcontractor acknowledges that part or all of the work of this subcontract will be done in many phases and may require multiple mobilizations and has accounted for same in the contract sum. 32. Maintenance of Traffic Provide all necessary maintenance of traffic as it pertains to this work. Maintenance of traffic shall meet or exceed all requirements of state and local authorities. Maintenance of traffic shall include, but not limited to, design, permits, all temporary signage (directional signs, danger signals, etc.) arrow boards, traffic barrels, cones, barricades, flagmen, etc. Removal of same at completion of work shall be the responsibility of this Subcontractor. 33. Marking of Underground Utilities Contact the local utility locating company and Private utility locating company as required prior to commencing any excavation work. 34. Wall Penetrations Core bores and wall penetrations as required to install this Work, including fire-safing, caulking and cosmetic refinishing as required. 35. Existing Facilities Subcontractor is aware of and has accounted for this project being located within an existing and operating facility. Additionally, Subcontractor is aware of the logistical challenges and constraints that this poses and has accounted for same in the contract sum. Subcontractor is warned that any damage to existing facilities, new construction, or appurtenances will result in backcharges for repairs. Subcontractor shall and will respect work done by others. 36. Completeness Subcontractor has reviewed and understands all civil, architectural, structural, mechanical, plumbing and electrical drawings with respect to this Subcontract and is responsible for all work on these drawings as they relate to this scope of work. 37. Warranty / Guarantee Subcontractor shall provide a Warranty to Contractor for the scope of work as required in the contract documents. Special and Extended Warranties as defined in the project specifications shall be provided as required. Warranties shall commence upon date of Substantial Completion and shall be "extended" if required to be used during construction. 38. Manufacturer Inspections and Warranty Complete manufacturer's requirements to obtain appropriate warranties required by the contract documents. This shall include proper notification of installation to manufacturer and installation inspections. In the event that manufacturer completes inspections, Subcontractor shall submit the written report to the contractor, and architect detailing the steps to correct any deficiencies in the report. Whiting -Turner shall be notified in advanced of date and time of manufacturer inspections. 39. Manufacturer's Installation Requirements and Procedures Review manufacturer's recommended installation procedures to assure that contract documents comply with the manufacturer's requirements. If applicable, review equipment manufacturer's space clearances and clearances established by local authorities for maintenance and service. If a conflict should exist between the contract documents and manufacturer's requirements, notify Whiting -Turner in advanced of installation. 40. Contractor / Owner Contract or Agreement At the request of Subcontractor, Contractor will make Owner Contract available for review and / or reference. 41. Sales Tax Subcontractor has included all applicable taxes for work under this agreement. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 42. Compliance with Codes and Regulations Subcontractor shall comply with all local, city, state, and federal codes and regulations. 43. Fire Stopping & Sealants Firestopping to be provided by sealants subcontractor unless clearly identified in the specific scope of work. Any penetrations added or moved after the sealants subcontractor has demobilized from site will be the responsibility of the subcontractor. 44. Commissioning a. Subcontractor to provide technicians, instrumentation, tools, and equipment to complete commissioning process requirements for all components, systems, assemblies and equipment as defined in the specifications. Subcontractor has also included manhours for TDSHS licensing support for both 80% and 100% inspections. b. Subcontractor shall provide all submittals for commissioning as defined in the subcontract documents. 45. Building Information Modeling (BIM) a. Subcontractor to provide and participate in Building Information Modeling (BIM) Coordination. b. BIM must have clash detection capabilities. 46. Closeout, As-Builts and Punchlist Procedures a. Subcontractor shall provide as -built drawings and specifications required by the contract documents. These must be maintained on site and completed in a timely fashion. b. Subcontractor agrees to provide operations and maintenance manuals, close-out documents, owner training videos, etc. following the completion of the project. c. Subcontractor shall list 3% of the contract sum on the schedule of values for close-out documents. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW Alliance: Sealant Matrix JOINT LOCATION RESPONSIBLE PARTY Base of Fire Rated Wall Drywall Sub Penetration through Fire & Smoke Rated Walls Firestopping Sub Head of Fire Rated Wall Firestopping Sub Head of Non -Fire Rated Wall - above ceiling Firestopping Sub Putty Pads (Fire and Acoustical Rated) Firestopping Sub Flooring/Base to Door Frames Flooring Sub Tile Product to Dissimilar Finish Flooring Sub Solid Surface to Millwork Millwork Sub Stained Wood to Painted Surface Millwork Sub Stained Wood to Wall Protection Millwork Sub Painted Surface to Painted Surface Painting Sub Painted Surface to Dissimilar Finish Painting Sub Painted Surface to Wall Covering (non -clear sealant) Painting Sub Plumbing fixture/pipe to Wall Plumbing Sub Plumbing fixture/pipe to Countertop Plumbing Sub Wall Covering to Wall Covering Specialties Sub Wall Covering to Solid Surface Specialties Sub Wall Covering J-Mold to Painted Surface (Clear sealant) Specialties Sub Toilet Accessories to Finished Surface Specialties Sub Shower Surround Panels to Shower Pan Specialties Sub DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 II. SPECIFIC SCOPE OF WORK This work shall include all labor, supervision, material, tools, equipment, shop drawings, submittals, layout, unloading, scaffolding, ladders, hoisting, transportation, taxes, permits, engineering, support functions, insurance, bonds, and any other items or services necessary for and reasonably incidental to the proper execution and completion of the work, whether temporary or permanent, in accordance with all drawings, specifications, addenda, general conditions, requirements, and other related documents as indicated herein. The scope of work shall include but not be limited to the following: (All work shall be furnished and installed unless specifically noted otherwise herein.) 1. Applicable specification sections: This work primarily includes but is not limited to the following specification sections as well as related work specified or shown elsewhere in the contract documents: • Division 01 — General Conditions/General Requirements • Division 03 — Concrete • Division 05 — Metals • Division 06 — Woods, Plastics and Composites • Division 31 — Earthwork BUILDING FOUNDATIONS 1. Subcontractor has read and understands the results found in the geotechnical report prepared by Alpha Testing, dated June 21, 2022, and found in Exhibit G. 2. Subcontractor is to furnish and install all labor, materials, and equipment necessary for a complete turnkey cast -in -place concrete system. This is to include, but not limited to, concrete footings, grade beams, piers, foundations, reinforcing steel, and void forms, the extent of which is indicated in the contract documents. 3. The earthwork subcontractor will provide the sub -grade elevation at plus or minus (+/-) one tenth (0.1') of a foot to balance grade. Subcontractor shall provide all layout and grade lines required to complete this scope of work based off benchmarks and building corners provided by Whiting -Turner. Subcontractor shall incorporate "total station" electronic survey for the work. 4. This Subcontractor to provide and install all drilled piers associated with building foundations indicated on contract documents. Includes all layout, spoil containment and haul -off. This subcontractor has included dewatering of piers as required. A pier depth reconciliation will be performed based on actual values from the 3rd party depths recorded. Any add/credit from baseline values will be handled via change order. If casing is required, an additional cost and mobilization fee will be applied per unit prices listed in this contract. 5. Subcontractor shall coordinate the scheduling of 31 party inspections with Whiting -Turner. Third party inspector shall test all materials and subgrades. 6. This subcontractor has included all dewatering efforts required to complete this scope of work. This may include keeping the slab on grade (SOG) area positively sloped for drainage, expedient backfill of grade beams, and any auxiliary pumping to keep pour dates within reason. 7. It is the responsibility of this subcontractor to receive and install all structural embeds, anchor bolts, base plates and shear wall hold-downs. Materials to be furnished by others with grout provided and installed by this subcontractor. Any discrepancies in materials must be reported to Whiting -Turner DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 within 48 hours of receipt. Should the placement of concrete -embedded item be found to be incorrect, it is the responsibility of this subcontractor to remediate. Subcontractor should use reasonable means to protect anchor bolts and embeds from damage once concrete has hardened. 8. This subcontractor shall provide all concrete at or better than the listed FF/FL values after each SOG pour. If deemed out of specified tolerances by third party, this subcontractor to provide remediation plans to Contractor for approval and shall fix all deviations. 9. This subcontractor has reviewed the kitchen vendor shop drawings to determine the correct thickness and dimensions for the walk-in cool/freezer slab depression in the kitchen. 10. This subcontractor will take care to keep the moisture -conditioned soil and vapor barrier undamaged during flatwork and stoops outside the main building foundation. Any damage or rework required as a result of this contract's scope of work will be handled via back -charge. 11. Protection against heat and cold, as required and if directed by Whiting -Turner, will be provided by this subcontractor. Subcontractor shall not proceed with the weather protection scope of work unless the costs and schedule impacts are approved by Whiting -Turner. Subcontractor shall not provide unless directed in writing by Whiting -Turner for additional costs. 12. This Subcontractor shall repair all cracks, spalls, honeycomb, and voids, resulting from this work in accordance with the Contract Documents or ACI standards. 13. Subcontractor has reviewed and is responsible for Whiting -Turner's Utility Avoidance Policy (Exhibit K). 14. Subcontractor has reviewed the project logistics plan and understands the flow of traffic around the project site. 15. All debris and concrete spoils generated in this scope of work shall be removed from the jobsite on a daily basis, unless otherwise noted above. 16. Subcontractor includes continuous cleaning and removal of any mud, dirt, dust, and/or debris tracked onto private and/or public roadways caused by its forces during construction operations. GRADE BEAMS 1. Subcontractor shall provide equipment and labor for excavation and backfill of grade beam trenches per the contract documents. Subcontractor has included backfill with onsite materials only. Special care will be taken to keep moisture -conditioned soil and select fill separate during backfill. Subcontractor to coordinate with the excavation subcontractor for leave out of select fill. 2. Sloping and/or benching of excavated soil deemed necessary to complete scope of work or required by the contract documents shall comply with OSHA 1926 Subpart P and shall be inspected by the subcontractor's competent person at the start and end of every shift for compliance. 3. This subcontractor must survey all footing pours to check embed placement prior to & after pour for movement and ensure proper alignment is achieved & elevation of footing is correct. Provide a wood enclosure at the bolt locations to protect during underground work and slab -on -grade work. 4. This Subcontractor shall be responsible for furnishing and installing all carton forms, vapor barriers, and soil retainers as required by contract documents. 5. Subsurface Utilities shall be identified by Whiting -Turner. Subcontractor shall acknowledge acceptance of layouts provided and protect against damage as necessary. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 SITE CONCRETE 1. Subcontractor shall furnish the labor and materials to install parking lots, roadways, drive approaches, curbs, curb and gutter, sidewalks, ramps, signage footings, bollards, light pole bases, concrete collars, mow curbs, transformer/generator pads, etc. per contract documents. Installation includes rebar, concrete, accessories, formwork, water stops, expansion joints, and filler materials as indicated, etc. Subgrade preparations including lime stabilization to be by others. 2. Site shall be provided +/- 1/101 foot. Subcontractor to verify acceptance of site grading prior to Earthwork Contractor de -mobilization. 3. Subcontractor has structural backfill of all curbs and islands after forms are stripped. Earthwork contractor will backfill within 1' of curbs. 4. Curing of placed concrete shall be by this Subcontractor in strict accordance with the Contract Documents. Subcontractor shall fully examine the documents to ensure compatibility of curing products with other products that are required to be applied to the work (i.e. waterproofing, paints, etc.). 5. Subcontractor has included pumping of all site paving on the project. Whiting Turner reserves this method of placing concrete based on site and weather conditions. If site conditions are agreed to be favorable for chute pouring by this subcontractor and WT superintendent, the cost savings will be provided to WT as a credit on a pour -by -pour basis. MISCELLANEOUS ITEMS 1. All debris and concrete spoils generated in this scope of work shall be removed from the jobsite on a daily basis, unless otherwise noted above. 2. Subcontractor includes hourly cleaning and removal of any mud, dirt, dust, and/or debris tracked onto private and/or public roadways caused by its forces during construction operations. 3. Subcontractor has included all costs associated with concrete pour logistics, I.e., light towers, wash -out pits, flaggers, pump truck mats, radios, street sweeper or tire wash. Traffic control plans for street closures by others. 4. Subcontractor has included ten (10) mechanical/electrical housekeeping pads. SUBMITTALS SPEC. DESCRIPTION DUE TO WT SECTION 03 1100 Concrete Forming Received — (shop drawings/ product data) 03 1118 Void Box System Received — (shop drawings/product data) 03 1526 Under slab Sheet Vapor Retarders Received — (product data/samples) 03 20 00 Concrete Reinforcing Received — shop drawings 03 30 00 Cast -in -Place Concrete Received — mix designs DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 III. BID COMPENSATION TABULATION Foundations $ 1,136,400.00 Slabs $ 495,160.00 Sitework $ 1,707,280.00 Misc. Concrete — Mechanical Yard, Canopy Footings, Courtyard $ 40,175.00 Wall Grade Beam, Material Tax, Cleanup, Engineering. TOTAL $ 3,402,570.00 IV. ALTERNATES The costs quoted below are complete in every respect and include costs as necessary to make all changes to the project to implement each alternate. This s subcontractor agrees that the alternates do not contain anything that will alter this Subcontract and the applicable provisions of the contract documents shall be binding for alternate prices and the work involved whether or not it is specifically stated herein. Alternate prices shall include all labor, supervision, material, equipment, applicable taxes, insurance and all other associated costs, required for completion of the work, as well as overhead and profit. 1. Bond 2. Spoils Removal (deduct to leave on site) 3 Pumping of Site Paving — Credit per CY (Only for pours over 250 CY) 4. Additional geriatric rooms (4) 5. Piers and Anchor Bolts for Shade Sail at Courtyard V. UNIT COSTS ADD $ 76,558.00 DEDUCT $-20,000.00 DEDUCT $-3.00/CY ADD $ 59,300.00 ADD $ 11,000.00 The following unit prices may be used for applicable changes and are complete in every respect, including all labor, supervision, material, taxes, equipment, etc., as well as overhead and profit, unless noted otherwise. WT, at its discretion, may order extra work to be performed on a "time and material" basis instead of on a unit price basis. T&M work will require verification (signed tickets, etc.) by Whiting Turner on a daily basis. Size Unit ADD 18" Dia. Pier LF $ 50.00 24" Dia. Pier LF $ 80.00 Added drill rig mobilization EA $ 4,500.00 Casing Mobilization EA $ 4,800.00 Deduct Casing 4.00 48.00 6.00 60.00 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 VI. HOURLY RATES Extra Work performed on a "Time & Material" basis will require verification (signed tickets, etc. ) by the General Contractor on a Daily Basis. Daily tickets will contain each labor man-hour and any material / equipment used. If an item does not appear on the T& ticket, it will not be considered for compensation. The following Labor and Equipment Rate Schedules will be used to verify T& pricing. LABOR RATE SCHEDULE: TRADE: Concrete SHIFT: Regular Superintendent Foreman Journeyman Laborer Base Rate $ inc /hr $ inc /hr $ N/A /hr $ inc /hr Taxes $ inc /hr $ inc /hr $ N/A /hr $ inc /hr Insurance $ inc /hr $ inc /hr $ N/A /hr $ inc /hr Benefits $ inc /hr $ inc /hr $ N/A /hr $ inc /hr Other $ inc /hr $ inc /hr $ N/A /hr $ inc /hr N/A TOTAL $ 70.00 /hr $ 70.00 /hr $ N/A /hr $ 45.00 /hr Premium Time $ 105.00 /hr $ 105.00 /hr $ N/A /hr $ 67.50 /hr EQUIPMENT RATE SCHEDULE: Description Hourly Daily Weekly Monthly Bobcat $ 350.00 $ 350.00 $ 850.00 $ 2,500.00 Backhoe $ 350.00 $ 350.00 $ 850.00 $ 2,500.00 Mini Excavator $ 350.00 $ 350.00 $ 850.00 $ 2,500.00 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT C Dear Subcontractor and/or Seller: As a government contractor, The Whiting -Turner Contracting Company must comply with the provisions of Executive Order 11246, the Rehabilitation Act, or the Vietnam Era Veterans' Readjustment Assistance Act, and other existing laws related to Equal Employment Opportunity (EEO). Part of our commitment to EEO is to employ and advance in employment and shall not discriminate against individuals on the basis of their race, color, religion, sex, national origin, sexual orientation, gender identity, status as a qualified individual with a disability or protected veteran (meaning disabled veterans, recently separated veterans, active -duty wartime or campaign badge veterans, and Armed Forces service medal veterans.) You can support and share in our commitment when you assist us with project staffing needs. We encourage you to help identify qualified applicants for employment consideration. Whenever possible, please utilize qualified minorities, women, qualified individuals with disabilities, and protected veterans. Although, we specifically have requested that you company utilize minorities, women, qualified individuals with a disability and protected veterans, Whiting -Turner welcomes all qualified personnel regardless of any legally protected status. You are requested to take appropriate action to assist us in complying with our policy and to comply with your own affirmative action obligations. Sincerely, THE WHITING -TURNER CONTRACTING COMPANY David7?2cC/uuxlc, eouv." ?12v m, a-d WgMr qraxg David McGinnis Courtney Moore Albert Huang Equal Employment Opportunity Officer(s) SC22 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT D CONTRACTOR / SUBCONTRACTOR EH&S MANUAL All contractors and subcontractors on Whiting -Turner's projects bid and awarded after January 1, 2019 or earlier if provided in the Subcontract by Whiting- Turner, are expected to be in full compliance with all applicable requirements of the Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual"). This Manual incorporates current Whiting - Turner requirements along with new practices that have become available and generally accepted in the industry. To obtain a copy of the Manual please contact the Whiting -Turner Project Manager on your project. The information contained in this Manual is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Manual is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Manual and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Manual and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. For contractor/subcontractor convenience only, a synopsis of the Manual requirements is attached hereto. This synopsis is not intended to, nor shall it alleviate contractors'/subcontractors' obligations to comply with the requirements of the Manual as applicable to their work. (Revised 1/2/19) 4mi Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 The Whiting -Turner Contracting Company Contractor/Subcontractor EH&S Manual Synopsis DISCLAIMER: For Contractor/Subcontractor's convenience only, the following is a Synopsis of some of the more significant provisions of The Whiting -Turner Contracting Company's Contractor/Subcontractor EH&S Manual ("Manual") requirements. This Synopsis is not intended to, nor shall it alleviate Contractor/Subcontractor's obligations to comply with all of the requirements of the Manual as applicable to Contractor/Subcontractor's scope of work, whether or not they are included in the Synopsis. The information in the Manual and this Synopsis are not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by Contractor/Subcontractor of appropriate manner and methods of operations and safety aspects of work under their control. The Manual and this Synopsis are also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific safety program and is not intended to, nor shall they, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety programs must meet or exceed the requirements of the Whiting -Turner EH&S program, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. The Contractor/ Subcontractor EH&S Manual, this Synopsis, and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting - Turner Contracting Company expressly disclaims warranties for the information contained in the Manual and this Synopsis and makes no representations to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Pre -Construction Submittals Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. • The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. • The subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the subcontractor's employees are working 2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. SC17 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. Safetv Management 1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand- downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: • Minimum requirement proof of OSHA 30 hour submitted • Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting -Turner's EH&S Manager regarding the contractor's/subcontractor's site -specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. • Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. • One documented inspection shall be conducted each week. 4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. • The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. The subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. The subcontractor's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan. SC 18 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 10. Incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the incident. 11. Only communication radios are permitted on Whiting -Turner projects. General Safe Work Practices and Guidelines The following are prohibited on Whiting -Turner Projects 1. The use of the following administrative controls as a means of fall protection • Controlled Access Zone as a means of fall protection • Controlled Decking Zone as a means of fall protection • Safety Monitor System as a means of fall protection 2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 3. Working from the midrail or top rail of any lift 4. The use of cell phones for signaling of cranes and equipment 5. The use of open hooks during lifting operations/picks. 6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 8. The use of open turnbuckles as part of the perimeter cable system 9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 10. Harassment of any kind, to any person 11. Smoking or use of vaporized equipment (except in designated areas) 12. Radios, media players, headphones, or other listening devices 13. Guns or weapons of any kind 14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 15. Riding on equipment that is not equipped with proper seating and seat belt 16. Open fires, fire barrels, or hot boxes 17. The use of metal ladders Carbon Monoxide Exposure Prevention 1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. Concrete and Masonry 1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. Confined Space Entry 4m, Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. Cranes and Derricks 1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 3. A crane checklist must be completed prior to each initial lift. 4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 5. Boom -tip anemometer or equivalent device is required. 6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. • The competent person shall determine the size, rope materials, and length of the tag line. • The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. Critical Lifts 1. The Whiting -Turner Contracting Company identifies a critical or special lift as • any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, • any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; • any lift that involves the lifting of personnel; • any lift where the contents of the lift are considered hazardous to health or environment, and an accidental release could result harm to either; • any lift where encroachments precautions are required for power lines. Demolition 1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 2. Generic safety data sheets for demolished material must be provided by the creating contractor. 3. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. Electrical Hazards Prevention 1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non - insulated wire. SC20 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 8. All temporary lighting circuits must originate from GFCI protected breakers. 9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements Energy Control 1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 3. If a system can be locked out through design or by other means, this will be the preferred method. 4. The lockout device shall be substantial enough to prevent removal. 5. The lock shall be a separately keyed lock for use only with the lockout system. 6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 9. A log shall be maintained on site that identifies the following: • Date of usage • Number of locks and tags used Contractors involved • Time of LOTO initiation • Time of LOTO removal • Designated competent persons • Location of LOTO Devices 10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. Excavations 1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 4. All excavations shall be protected by snow fence, at a minimum. 5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. Fall Protection and Prevention 1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. SC21 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 9. Perimeter cable shall not be less than 3/8" steel cable. 10. Corner uprights must be braced so that the required tension may be maintained. 11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 15. A fall restraint system must be employed when working from articulating boom lifts. 16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. Fire Prevention and Protection 1. A 20 lb. ABC dry chemical fire extinguisher or equivalent must be provided for each 3,000 square feet of protected building area. An extinguisher shall be placed at every stairwell on each level. 2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. SC22 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. Housekeeping 1. Clean -as -you -go practices are required. 2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 5. Any material stored in a work area longer than 24 hours must be approved by Whiting -Turner. 6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 7. All chemicals brought on site must be approved by Whiting -Turner. 8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. Mobile Elevated Work Platform 1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do so. Personal Protective Equipment 1. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 2. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 3. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 4. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 5. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 6. High visibility vests/gear are required by each person on site. 7. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. Scaffolds 1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. SC23 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. • Green tags are reserved for complete systems • Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system • Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. Signs, Signals and Barricades 1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible party's name, company, contact number, and potential hazard. 2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. Stairways and Ladders 1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting - Turner projects. 2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. Steel Erection 1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 3. Roof penetrations are to be made only when equipment is ready to be installed. 4. Safety latches on hooks shall not be disengaged or made inoperable. Welding and Cutting 1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 5. All shields shall be compatible with a hardhat. 6. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. SC24 Rev. 1/2/15 Document Generated from MC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT E PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN (1/2/19) SC25 Rev. 112115 Document Generated from CMiC © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 4 PROJECT -SPECIFIC QUALITY MANAGEMENT PLAN For #019747 HCA MHW Alliance Schoolfield, C. B. January 2023 11 V �i WHITING -TURNER QUALITY MANAGEMENT �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 T= MANAGEMENT Contents 1. Introduction..................................................................................................................................................3 2. Quality Management Plan Administration...................................................................................................3 a. Roles & Responsibilities of the Whiting -Turner Project Team................................................................ 3 b. Trade Responsibilities............................................................................................................................. 3 c. Tracking and Communication.................................................................................................................4 d. Continuous Improvement.......................................................................................................................6 3. Planning and Execution................................................................................................................................6 a. Planning: Pre -Preparatory Activities.......................................................................................................6 4. Third -Party Inspections.................................................................................................................................9 a. Authorities Having Jurisdiction(AHJ)....................................................................................................10 b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy..............................10 c. Factory Acceptance Testing..................................................................................................................10 d. Commissioning......................................................................................................................................11 5. Trade -Specific Quality Management Plans(TSQMPs)................................................................................11 6. Design Integration Management and Coordination...................................................................................12 a. Constructability Reviews.......................................................................................................................12 b. Integration and Collaboration with Collective Team during Design.....................................................12 7. Quality Management Integration with Other Project Processes...............................................................13 a. Bidding and Contracting........................................................................................................................13 b. Document Control.................................................................................................................................13 c. Virtual Design and Construction...........................................................................................................13 d. Procurement.........................................................................................................................................13 e. Project Scheduling.................................................................................................................................13 f. As -Built Documentation Process...........................................................................................................14 g. Operation and Maintenance (O&M) Manual Compilation...................................................................14 h. Close-out...............................................................................................................................................14 8. Project -Specific Special Processes..............................................................................................................14 9. Establishing and Maintaining a Proactive Project Quality Culture.............................................................14 10. Appendix Documents.................................................................................................................................15 a. Definable Features of Work (DFoW) Log (Sample Template)...............................................................15 b. Testing and Inspection Log (Sample Template)....................................................................................15 c. Trade -Specific Quality Management Plans (TSQMPs)..........................................................................15 d. Quality Consultants and Third -Party Inspectors...................................................................................15 Page 1 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 T= MANAGEMENT e. Pre -Installation Meeting Agenda (Sample Template) i•Is] 111*5 o In the event that this project -specific Quality Management Plan (QMP) conflicts with executed contracts, the contracts take precedence. o References to "inspection(s)" herein refer to observations and inspections as defined in and consistent with executed contracts and Contract Document requirements and is limited in liability consistent with the same. 15 o All changes or modifications to the Contract Documents must be formally documented to constitute contractual acceptance by all parties. o The Whiting -Turner Project Team must appropriately document, distribute, and retain records of quality management -related efforts including, but not limited to, meeting minutes, review notes, and observation and inspection reports. o Where "subcontractor" or "trade" are used in this document, these terms may refer to a subcontractor, trade partner, or trade contractor and are used interchangeably. o Where the general term "Project Team" is referenced in this document, this represents the collective project team including the Owner, designers, Whiting -Turner, subcontractors, etc. Page 2 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 77777 MANAGEMENT 1. Introduction The purpose of this project -specific QMP is to support our Project Team's ability to build with quality as a foundation, striving to build right the first time every time. Our quality management efforts, which include both quality assurance and quality control, will begin by explicitly identifying and understanding what our Owner values and prioritizes relative to the delivery of this project. All work must be in conformance with the Contract Documents, which must reflect what we have agreed to provide. 2. Quality Management Plan Administration a. Roles & Responsibilities of the Whiting -Turner Project Team The Whiting -Turner Project Team must take responsibility and ownership of the development, delivery and documentation of the project -specific QMP. Quality roles and responsibilities must be clearly and appropriately established based on knowledge and experience, promoting a sense of ownership for each definable feature of work (DFoW). Roles include the following at a minimum: Project Quality Manager (or Coordinator) Krystal Atcheson-Todd Works with the Project Team to set up and maintain the project -specific QMP and related processes, including documentation. Sets and facilitates Pre -Installation Meetings (Preparatory Phase). Reports quality progress and metrics to the Project Team. In addition to the Lead Project Manager, Lead Superintendent and the Whiting -Turner Project Team, the Project Quality Manager (or Coordinator) has the authority to stop work at any time, if necessary, to confirm quality standards are met. Lead Project Manager Dusty Roberts Participates in the development and execution of the project -specific QMP. Ensures participation of trades in the development and execution of the project -specific QMP. Develops subcontracts to include and enforce quality standards. Coordinates Owner and AHJ participation in Pre -Installation Meetings. Lead Superintendent Krystal Atcheson-Todd Participates in the development and execution of the project -specific QMP. Leads and conducts Initial and Follow-up Phase inspections. Enforces continuous compliance with project quality standards by subcontractors. Whiting -Turner Project Team Participates in all phases of the execution of the project -specific QMP. Supports the Quality Manager and Lead Superintendent in enforcing quality standards and executing quality -related roles and responsibilities as defined. Regionally Dedicated Quality Manager Kenneth Cannatelli Supports the Whiting -Turner Project Team while connecting them to the appropriate corporate resources. b. Trade Responsibilities Each trade is responsible for assuring that its work is in compliance with the Contract Documents. Each trade is required to participate in the execution of this project -specific QMP and documentation Page 3 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 77= MANAGEMENT of the same. Trade -Specific Quality Management Plans (TSQMPs) that have been submitted by the trade and reviewed by the Whiting -Turner Project Team will be kept on file by Whiting -Turner and furnished upon request to the Owner and design team. Completeness and adequacy of these TSQMPs is the responsibility of the trade, inclusive of any additions or adjustments to the TSQMPs as project conditions and contract documents change. Trade -specific documentation will be reviewed at the discretion of the Whiting -Turner Project Team. Corrections of any deficiencies in documentation are to be made promptly by the trade. All trades must be represented by the appropriate personnel and are required to participate in project meetings from pre -installation through close-out. Each trade is responsible for determining the appropriate means and methods for performing its work as well as compliant installation tolerances subject to review by Whiting -Turner. All trades must communicate with one another in an effort to eliminate conflicts, especially where multiple scopes of work interface. c. Tracking and Communication i. Tracking Tools and Processes Documentation of tests and inspections Submittals Constructability reviews Quality incident tracking log SharePoint I SharePoint & PlanGrid SharePoint SharePoint & PlanGrid Quality metric reporting PlanGrid Punchlist PlanGrid Quality inspection report templates and completed reports will be stored SharePoint Whiting -Turner staff will post inspection reports and related documentation from Owner, trades, and vendors to SharePoint upon receipt of those documents. Page 4 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7777 MANAGEMENT ii. Owner Communication The Project Team has established the following protocol to encourage effective and ongoing communication of inspections, deficiencies and corrections with the Owner. Communication and reporting of the quality management process to HCA will meet or exceed the requirements of the Contract Documents and Owner contract. These requirements will be reviewed at the onset of the project, and a mutually agreeable communication plan will be developed among the collective project team members including, but not limited to, the Whiting -Turner Project Team, Owner and the design team. This team has decided on the following communication guidelines related to quality: iii. Method of communication: Electronic communication except for punchlist sign offs, which will be via hard copy signatures. iv. Frequency of communication: Quality will be addressed in all Owner progress meetings and otherwise "on demand". V. Communication related to quality: a. Monthly report on eBuilder b. Weekly field updates c. Non -conforming inspections with resolution tracking available upon request d. All inspections will be available upon request e. Upcoming Inspection Milestones included in look -ahead schedule f. Constraints controlled by this team (Owner, design team and Whiting - Turner) will be communicated and addressed as necessary for resolution vi. Project -Wide Communication The Project Team has established the following communication plan regarding quality management and deficiency tracking with the subcontractors during Subcontract negotiation (buy-out), which will also be reviewed during project onboarding. The communication plan must follow a regular pattern to set expectations and avoid lapse. Items to consider in development of this plan include: • Method of communication: Electronic communication via email and PlanGrid tasks • Frequency of communication: o Distribution and review of quality tracking log at weekly subcontractor meetings o Review of non -conforming items, plan for resolution, and constraints in daily huddles. • Expected response from subcontractor regarding non -conforming items: o Immediate recognition of deficiency o Corrective work plan o Response times and allowable durations for remediation specific to quality issue o Documentation of completion o Reinspection (by Whiting -Turner or party that identified non-conformance) Page 5 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7777 MANAGEMENT Consequence of failed correction within allowed duration for remediation 1. Whiting Turner will assign corrective work to another subcontractor within 48 hours of failure and will back -charge at - fault subcontractor Celebrate successes: o Recognize notable quality management efforts at daily huddles or weekly meetings. (Notable efforts could include proactive recognition of issues in the field.) d. Continuous Improvement Continuous improvement is a priority on this project. Processes, protocol and expectations have been established to help all on this project continuously improve successful delivery. The Project Team will engage in root cause analysis for identified issues. At all Pre -Installation Meetings as well as weekly or bi-weekly quality tracking meetings, the Project Team will track, and document lessons learned. 3. Planning and Execution a. Planning: Pre -Preparatory Activities The following pre -preparatory activities should be completed prior to advancing into the 3 Phases of Quality: i. Complete a quality planning meeting prior to construction start The Whiting -Turner Project Team must coordinate with their regionally dedicated Quality Manager to schedule and perform a quality planning meeting at the time of project kick-off. This meeting with the Whiting -Turner Project Team will include review of the project -specific QMP template and discussion of the processes and protocols that will be used throughout the project, including definition of metrics, which will be used to measure the quality health of the project. ii. Perform constructability reviews With each issuance of design documentation, the Project Team will perform a constructability review and communicate concerns related to constructability, coordination, performance, operation and value. Issues raised will be reviewed with the Owner and design team, vetted and properly documented as necessary. Constructability reviews will be performed upon every issuance of documents, including change directives. iii. Identify DFoWs, highlighting those that are critical A DFoW is defined as any task that is separate and distinct from other work, has separate control requirements, or is identified by different trades or disciplines and is usually unique in nature. At the project onset, the Whiting -Turner Project Team will identify and log each of the DFoWs for the project along with their related requirements (e.g., mock-ups, first work inspections, follow- up inspections, etc.). Critical DFoWs, both defined as critical by corporate policy (reference Section 4.b.) and additional items as determined by the Project Team, are highlighted in the DFoW log to encourage special consideration and focus. The DFoW log will be used as a tracking tool throughout the project to monitor progress. See Appendix A for Definable Features of Work Log. Page 6of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7777 MANAGEMENT iv. Align with leadership, maintaining a common understanding of quality planning, execution and health Develop an understanding with project leadership, including Whiting -Turner and the Owner, on how success related to quality will be tracked and measured for this project. v. Participate in regular visits/check-ins with regionally dedicated Quality Manager The Whiting -Turner Project Team will meet regularly with their regionally dedicated Quality Manager to review the project -specific QMP, project progress and quality health indicators. vi. Submittal review and approval Submittals will be reviewed by trades prior to submission to the Whiting -Turner Project Team, which will subsequently review them prior to transmission to the design team. Additionally, submittals and means and methods for each DFoW will be coordinated with other DFoWs as appropriate. Approved submittals will be shared with affected or potentially affected trades for coordination. Submittals should be reviewed and approved prior to Phase 1 of each DFoW. To properly manage the submittal process, the Project Team will develop a manageable submittal register prior to beginning the review process. The submittal register will be derived from the Contract Documents and reviewed with the Owner and design team to determine if there are extraneous items that can be excluded. The Submittal Register will include target dates for submission from the subcontractor, review by Whiting -Turner, submission to the design team and Owner, return of the reviewed submittal, fabrication and procurement durations, and shipment and delivery dates. The Submittal Register will be reviewed at both the weekly subcontractor meetings and the Owner progress meetings. Once the subcontractor has compiled and reviewed a submittal for conformance to the Contract Documents, they will submit it to Whiting -Turner. Whiting -Turner will perform their own review of the Submittal for conformance with the Contract Documents, including issued and accepted change documentation. Following review, Whiting -Turner will issue to the designated design team and Owner representatives for review and approval. The review path will include concurrent distribution from Whiting -Turner to all reviewers, but the return path must include compilation of all notes and comments by one party, typically the Architect. Upon return of an approved submittal, Whiting -Turner will distribute to the submitting subcontractor as well as all other subcontractors whose scope of work will be affected by or coordinated with this work. Return of the approved submittal indicates direction to release the work to the subcontractor. Changes to the scope of work indicated in the Contract Documents should not be made by the design team or Owner through the submittal process. If changes are identified, it will be the subcontractor's responsibility to indicate this to Whiting -Turner by submitting an RFI. If the change is confirmed through the RFI process, a formal revision to the Contract Documents will be issued by the design team. The subcontractor must allow adequate time for review and approval of each submittal to maintain the project schedule. Additionally, if a submittal is rejected and requires re -submission because it does not conform to the Contract Documents, the subcontractor is responsible for any associated schedule impact. Page 7of15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 77777 MANAGEMENT Execution: 3 Phases of Quality The 3 Phases of Quality refer to the breakdown of activities by definable feature of work (DFoW) into a Preparatory Phase, Initial Phase and Follow-up Phase. Repeat these phases for each DFoW. vii. Phase 1 Preparatory I Set Standards and Expectations The Preparatory Phase includes all efforts to make the jobsite, materials and installing contractor ready for installation to begin. All project stakeholders (including the Owner, designers, Whiting - Turner, trades, vendors, manufacturers and inspectors) are expected to actively participate in the Preparatory Phase of this project -specific QMP. Steps in this phase include: 1. Pre -Installation Meetings The Project Team is committed to developing a common understanding of the project's requirements prior to the start of work. Therefore, a Pre -Installation Meeting will be held for every DFoW. These meetings will include, at a minimum: a. Participation by all stakeholders for the referenced DFoW. This includes, but is not limited to, Whiting -Turner, the installing contractor (including field supervision responsible for the work), designers as applicable, inspectors, Owner representatives and Authorities Having Jurisdiction (AHJs). Participation by Owner representatives and AHJs is strongly encouraged, but at their discretion unless contractually required otherwise. b. Review of specification sections relevant to the DFoW, including quality requirements and related standards. c. Review of Initial Phase requirements and development of a plan to ensure the requirements are met. This may include mock-ups and/or inspections of first work in place with documented reviews. d. Review of the status of related submittals and RFIs as well as identification of new RFIs or clarifications required prior to commencement of work. e. Review of any existing construction and/or prior work by other trades that the DFoW will be building upon. The installing contractor will have reviewed the prior work of others in advance of the meeting, and any concerns not yet addressed will be discussed. f. Discussion of the means and methods of performing the work, including an Activity Hazard Analysis (AHA). At the time of the meeting, the AHA is to include the anticipated hazards associated with the DFoW under review. However, the AHA is to be updated and refined at the time the work begins to ensure its completeness and accuracy in accordance with the project safety requirements. The intent of this portion of the meeting is to inform stakeholders of these details, not establish or approve them. g. Distribution of meeting minutes to all meeting participants and stakeholders. These minutes will become part of the project record and will be used as a reference during the Initial and Follow-up Phases. See Appendix E for a sample agenda for a Pre -Installation Meeting. Page 8 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 77777 MANAGEMENT 2. Set Standards and Expectations Diligently review and verify that the Contract Documents reflect the collective team's common understanding of project expectations. Confirm that these expectations reflect what we have agreed to provide in accordance with the Contract. viii. Phase 2 Initial I Verify Terms of Acceptance The Initial Phase serves as the Project Team's first opportunity to evaluate the work of the installing contractor, confirm the common understanding of requirements and expectations set in the Preparatory Phase, and establish workmanship standards. Mock-ups required by the Contract Documents or otherwise agreed to be necessary during the pre -preparatory and preparatory activities will be reviewed during this phase. Otherwise, and in addition to mock-ups, the first representative portion of installed work will be reviewed (i.e., 'first work inspection"). Pre - Installation Meeting minutes will be revisited to confirm the stakeholders' understanding of the requirements and any additional clarifying expectations of the DFoW. Initial Phase inspections will be documented according to the process described in Section 2.c. ix. Phase 3 Follow-up I Validate Installation Continued inspections in the Follow-up Phase — both scheduled and ongoing unscheduled — serve to confirm continued compliance with the Contract Documents and adherence to the standards established in the Preparatory and Initial Phases. Inspection methods and frequencies are defined in the Testing and Inspection Log in Appendix B. All inspections, whether conforming or non- conforming, will be logged according to the process defined in Section 2.c. The Project Team and subcontractors will remain committed to timely remediation and close-out of non -conformances, also ensuring photographic documentation of remediated non -conformances associated with any photographed non -conformances. All non -conformances must be tracked and closed with the appropriate sign -offs of the parties that originally identified and logged the non-conformance. The Project Team will use project -specific checklists for appropriate DFoWs to review installed work. The Project Team will use a continuous punch approach (see Section 7.h). 4. Third -Party Inspections As required by the Contract Documents, the Project Team will engage special inspectors and laboratories as participants in the project -specific QMP, all of which are required to meet and maintain the qualifications specified by the Contract Documents. Each must submit testing documentation and reports in accordance with the defined processes and expectations in a timely manner consistent with the project schedule. A list of required tests and inspections is included in Appendix B. See Appendix D for qualifications and credentials of each special inspector and laboratory as required. Whiting -Turner is to be given copies of all third -party inspectors' reports. All third -party inspectors must be involved in mock-ups and first work inspections. All third -party inspections and associated reports will be incorporated into the project -specific QMP documentation and tracking protocol. Page 9 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 T= MANAGEMENT a. Authorities Having Jurisdiction (AHJ) Each trade is responsible for ensuring their work is compliant with the Contract Documents and all applicable laws, codes, rules and regulations, as well as planning and managing each inspection. General AHJ inspections such as those for Certificate of Occupancy will be coordinated and hosted by Whiting -Turner. Trades with scope under review during general inspections are required to attend the inspections. b. Minimum Critical DFoWs Requiring Third -Party Inspections per Corporate Policy Whiting -Turner corporate policy mandates that the following items be carefully inspected by competent, experienced, independent inspectors. The Owner may provide these services directly or the third -party inspectors may be hired through Whiting -Turner provided that the inspections are happening correctly and as often as needed, performed by competent experts in that field and provide an unbiased, objective account of the project conditions. Structural earthwork 16 Pilings, caissons and similar deep foundation systems Structural concrete Structural masonry Structural steel Building envelope system* Any other DFoW involved in the structural X X iiiiiiiiiiiiiiiiiiiiiillillililliliv X X X X X integrity of the work *Building envelope system: The Whiting -Turner Project Team will engage a building envelope consultant to review the design, submittals, mock-ups and first work installations. The consultant will also identify potential areas of concern, propose appropriate, potential modifications to the design team and confirm that materials and installation methods are in accordance with the Contract Documents (still maintaining the latter as a primary responsibility of the subcontractor). See the Building Envelope TSQMP accompanied by credentials in the Appendix. c. Factory Acceptance Testing The purpose of factory acceptance tests (FATS) is to assure that equipment is acceptable for use on the project prior to shipment according to manufacturers' and designers' standards. Below is a summary of items that have been selected for factory acceptance testing. This list is intended to include all contractually required FATS. Each trade is responsible for submitting its FAT plan for each applicable DFoW to Whiting -Turner prior to performing testing. The vendor is responsible for conducting and documenting the FAT as well as hosting project representatives during testing. • Pumps • Air handling units • Electrical switchgear Page 10 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E851`5021`1 7777 MANAGEMENT • Generator • Water Heaters • Window Glazing Units d. Commissioning The Project Team will establish a plan for commissioning electrical, mechanical and other systems in accordance with the Contract Documents. Delivery inspections, pre -start-up inspections (i.e., pre - functional), vendor start-up and post -start-up inspections are described in the TSQMPs. Functional testing and enhanced commissioning are described in the project -specific commissioning plan under separate cover. S. Trade -Specific Quality Management Plans (TSQMPs) Subcontractors must document their TSQMPs prior to mobilizing on site. The TSQMPs will be reviewed by the Whiting -Turner Project Team. Subcontractors are responsible for sub -tier subcontractors and vendors following all project quality requirements. TSQMPs should address the following: a. GENERAL: i. The TSQMP is project -specific and comprehensive. ii. Include acknowledgement and commitment to actively participate in execution of the project - specific QIVIP. iii. Describe process to be used for document control and maintenance of as -built documentation. b. ROLES & RESPONSIBILITIES: i. Designate trade's on -site quality management representative(s). ii. Clearly identify which trade personnel have authority to stop work when a quality issue is identified. c. PLANNING FOR QUALITY: i. Describe how this trade plans to install all work right the first time. What is the trade's quality plan or process? ii. Identify and address specific risk issues for trade's scope. iii. Identify who will attend the trade's Pre -Installation Meeting(s). iv. Identify manufacturers or vendors that must be available for Pre -Installation Meeting(s). d. ACCOUNTABILITY AND INSPECTION TRACKING: i. Identify how each trade will track, communicate and resolve its quality issues including non - conformances. ii. Provide checklists for work to be performed. iii. Define roles and responsibilities related to third -party inspection coordination. iv. Establish a process to gather all required quality documents and certifications. Page 11 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E851`5021`1 77777 MANAGEMENT 6. Design Integration Management and Coordination Coordination between our Whiting -Turner Project Team and the design team will be an interactive, collaborative process focusing on open lines of communication and proactive efforts between all parties, committing to a value-added approach to resolve issues in a manner that best suits the goals of the Owner and the Project, rather than individual interests. All parties are encouraged to contact other members of this group directly and follow up with documentation of the issue/resolution copied to all team members. This will streamline communication, eliminate wasteful efforts, and result in stronger relationships. a. Constructability Reviews I. Readiness for field use At each level of design documentation, the Whiting -Turner Project Team will complete or update a Constructability Review using the provided Whiting -Turner template. During this process, all design issues noted will be compiled into a report for review with the design team. Depending on the magnitude of this list, we will request a meeting to review the items with the design team or process by email if the list is minimal. Following review and resolution, the design team will issue a Change Bulletin to capture any modifications to the issued Contract Documents or the Project Team will document changes via the RFI process. ii. Coordination between disciplines Coordination of the structure and MEP trades, including footings/foundations, structural steel, miscellaneous metals, underground utilities, in -wall rough -in, and above -ceiling rough -in will be coordinated in our BIM model. The base model will be provided by the design team for incorporation of the subcontractor's scopes of work. Coordination calls will be held every 2 weeks and resultant issues with proposed solutions will be submitted to the design team as an RFI for acceptance or subsequent contractual documentation. Please see the BIM/VDC Execution Plan for additional details regarding this process. b. Integration and Collaboration with Collective Team during Design i. Planning check -in frequency Formal in -person Owner Architect Contractor (OAC) Meetings will be held on site every 4 weeks. A brief check -in call will be held with the OAC team on the off weeks. Additionally, Whiting -Turner and the design team will have a weekly call to discuss outstanding coordination and other follow up items. ii. Defined decision process regarding design If modification to the Contract Documents is required as the result of an RFI, submittal comment, or other design discussion, the design team will issue a Change Bulletin to formally document the change. It is the design team's responsibility to review the change with the Owner prior to issuing to Whiting - Turner. Direction accompanying the issued Change Bulletin must include Owner acceptance of the design modification and direction to proceed (or price and proceed, etc.). Page 12 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. 11 �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7. Quality Management Integration with Other Project Processes a. Bidding and Contracting Bid packages and contracts will establish standards and expectations related to quality, including the requirement for a TSQMP. When pre -bid conferences are held, quality -related standards and expectations will be emphasized. b. Document Control The Project Team understands the importance of maintaining an accurate, current set of documents to establish a single source of truth. Since building a quality project requires conformances with the Contract Documents, this team will define its method of maintaining this accurate set. The Project Team will maintain a current set document log and post all changes to the Contract Documents (e.g., RFIs, sketches, etc.). An accurate set of drawings will be kept in PlanGrid along with all RFI's, sketches, etc. A physical, hard copy of city stamped drawings will be held onsite for city inspector use only. c. Virtual Design and Construction PLEASE REFER TO SUBCONTRACTS FOR BIM NEEDS ON THE PROJECT. d. Procurement As key inspections are conducted during the procurement and delivery process, the project schedule will be used by the Project Team to plan the following: i. Factory Acceptance Tests — see section 4.c. for more detail. FATS will be planned with distinct activities in the project schedule. ii. Delivery Inspections — with the delivery of material and equipment to the project site, inspections for material compliance will be conducted and documented. Delivery activities or milestones will be established in the schedule for key items requiring special focus for inspection. e. Project Scheduling All stakeholders must be aware of the project schedule and be prepared to support all quality - related activities and milestones. i. Scheduling of Pre -Installation Meetings— Pre -Installation Meetings will be included in short- term look -ahead schedules. The Project Team may identify DFoWs for which they will include Pre -Installation meetings in the long-term forecasting (CPM) as a network of related activities. ii. Scheduling of Mock-ups and First Work Inspections — Initial Phase inspections include mock-ups and first work inspections. Contractually required mock-ups will be included as activities in the long-term forecasting (CPM). First work inspections will be included, at a minimum, in the short- term look -ahead schedules. For each DFoW, the mock-up inspections and associated documentation will be predecessors to the installation of the respective features of work. Page 13 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. �DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7777 MANAGEMENT iii. Scheduling of Testing and Inspections — Follow-up Phase inspections will not all have corresponding distinct activities in the schedule due to the expected quantity. Rather, inspections are summarized in the Testing and Inspection Log with distinct, key tests and inspections pulled into the long-term forecast (CPM), particularly those with critical handoffs. f. As -Built Documentation Process As -built documentation will be submitted monthly with billings. g. Operation and Maintenance (O&M) Manual Compilation 0&M manual compilation will be managed as a DFoW. It will have its own Preparatory Phase (including a meeting), Initial Phase (including confirmation of conformance with the agreed -upon format and completeness of initial sections) and Follow-up Phase (including a final review for completeness before submission). h. Close-out i. Continuous Punch The Project Team will use a continuous punch, "close -as -you -go" approach for the duration of the project to strive for zero punchlist items, which will also help to verify that all work is complete to streamline close-out and turnover. ii. Completion List As project elements near completion, completion lists will be created and managed to ensure all scope is complete prior to final punch -out. Completion lists are not considered punch lists; they are lists of remaining tasks to be performed. iii. Pre -Punch The Project Team will perform a pre -punch process on project elements as they near completion. This means identifying and correcting deficient items early to avoid a bottleneck at the end of the project. This precedes the formal Final Punch -out with the owner and design team. iv. Final Punch -out The project punch -out process will be managed as a DFoW. Stakeholders will participate in a Preparatory Phase meeting to establish the document management process and define participants in future punchlist compilation walks. Additionally, at this meeting, the Project Team will establish the approval and sign -off process for non-conformance corrections. It is important to differentiate between unacceptable work, requests for additional scope, and work in progress. 8. Project -Specific Special Processes NOT APPLICABLE 9. Establishing and Maintaining a Proactive Project Quality Culture This project will include a culture of quality focus. This culture will be reinforced through project management meetings and a recognition and incentive program. Awards and incentives will be Page 14 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. L1-4271 -B542-287E85F502Fl 7777 MANAGEMENT 61 established at the discretion of the Project Team to drive and reinforce the desired behaviors, roles and responsibilities relative to a proactive culture of quality. 10. Appendix Documents a. Definable Features of Work (DFoW) Log (Sample Template) The attached DFoW log identifies project -specific DFoWs and their associated activities. This log will be updated periodically and distributed as necessary. b. Testing and Inspection Log (Sample Template) The attached Testing and Inspection log identifies project -specific tests and inspections and their requirements. This log will be updated periodically and distributed as necessary. c. Trade -Specific Quality Management Plans (TSQMPs) TSQMPs received from Subcontractors will be reviewed and filed by Whiting -Turner. d. Quality Consultants and Third -Party Inspectors Qualifications and scopes received from project -specific consultants and inspectors will be reviewed and filed by Whiting -Turner. e. Pre -Installation Meeting Agenda (Sample Template) The attached Pre -Installation Meeting Agenda template is provided for your use in preparing for scheduled meetings. Preparation in advance of these meetings is critical. Meetings may be cancelled and rescheduled if attendance is lacking or if attendees are unprepared. DISCLAIMER: Effective January 2019, all contractors and subcontractors on Whiting -Turner's projects are expected to be in full compliance with all applicable requirements of Whiting -Turner's project -specific Quality Management Plan (QMP). The information contained in this QMP is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and aspects of work under their control. This QMP is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate or site -specific quality management plan and is not intended to, nor shall it, supersede any federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site - specific quality management plans must meet or exceed the requirements of the Whiting -Turner project -specific Quality Management Plan, the contract documents (including any applicable Owner Quality Management Plans referenced therein), and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. This QMP and all information contained herein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this QMP and makes no representations to such third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incidental, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. Page 15 of 15 © Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. i DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW 03 11 00 - Concrete Forming 03 11 18 - Void Box System 03 20 00 - Concrete Reinforcing 03 30 00 - Cast In Place Concrete At III Special Foundisi A1020-01 - Piers Y Alpha Geotechnical Report A1010,01 - Grade 31 63 29 - Drilled Concrete Piers and Shafts Beams, A1030-01 - 03 20 Concrete Reinforcing SOG 03 30 00 - Cast In Place Concrete Al 030 Slab on Grade A1030-01 - SOO Y Alpha Geotechnical Report A1010-01 - Grade 03 15 26 - Under -Slab Sheet Vapor Retarders Beams, A1020-01 - 03 20 00 - Concrete Reinforcing Piers 03 30 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing B1010 Floor Construction B1010 - 01 - CMU Y 03 20 00 - Concrete Reinforcing 61010 - 02 - Structural 7512 00 - Structural Steel A1030-01 - SOG 131010 Floor Construction Steel Y 055010-Metal Fabrications Blot 0 - 03 - Spray 071100- Applied Fireproofing B1010 - 02 - Structural B1010FIoor Constructkm Fireproofing Y Steel B1020 Roof Construction B1020 - 01 -Wood Y 06 10 00 - Rough Carpentry A1030-01 - SOG 112010 Exterior W ells B2010-02 - Y 07 27 26 - Fluid Applied Membrane P r Items-Y2010-01 - Sheathing Waterproofing 07 62 00 - Sheetmetal Flashing & Trim 07 91 00 - Preformed Joint Seals 07 92 00 - Joint Sealants B2010 Exterior Walls B2010-03-Spray Y 07 21 19 - Foamed -in -Place Insulation Insulation �131020-01-Wood Construction B2010 Exterior W ells B2010-04 - Face Brick N N/A as of 1/16123 B2010i - Sheathing, B2010A2- Watemroofng B2010 Exterior W ails B2010-05 - Fiber Camai 07 46 46 - Fiber Cement Siding B2010-01 - Sheathing, Siding 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemroif g B2010 Exerior W ells B2010-06 - Formed N 07 42 13 - Formed Metal Wall Panels B2010-01 - Sheathing, Metal Wall Panels 07 62 00 - Sheet Metal Flashing & Trim B2010-02 - Watemmofno B2020 Exterior Windows B2020-01 - Exterior Y 07 62 00 - Sheetmetal Flashing & Trim B1020-01-Wood Glaang 07 92 00 - Joint Sealants Construction, B2010-02 084113-Aluminum-Framed Entrances and -Waterproofing Storefronts 08 44 13 - Glazed Aluminum Curtain Walls 08 56 63 - Security Windows with Intergral Blinds 08 80 00 - Glazing 08 7100 - Door Hardware B2030 Exterior Doors B2030-01 - Exterior N 08 11 13 - Holbw Metal Doors and Frames B2010-01 - Sheathing, Doors 08 71 00 - Door Hardware B2010-02 - Waterproofing B3010 Roof Coverings B3010-01 - TPO Roofing Y 07 54 00 -Thermoplastic Polyolefin (TPO) Roofing B1020 - 01 - Wood 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 71 29 - Manufacturered Roof Expansion Joints 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3010 Roof Coverings B3010-02 - Standing Y 07 4100 - Standing Seam Metal Roof Panels B1020-01 -Wood Seam Metal Roofing 07 62 00 - Sheet Metal Flashing & Trim Construction 07 71 00 - Roof Specialties 07 72 00 - Roof Accessories 07 72 53 - Snow Guards B3020 Roof Openings B3010-03 - Skylights Y 08 62 00 - Unit Skylights B1020-01 -Wood C1010 Partitions IC1010-01-Gypsum I I092116- Gypsum Board Assemblies B1020-01-Wood Partitons Const"'t— 0 Copyright 2019 The Whiling -Turner Contracting Company. All rights reserved. Last Updated: 01/18/23 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Storefronts Partitions 08 80 00 - Glazing 08 59 19 - Medical Pass Windows C1010 Partitions C1010-03-Firestopping IY 07 84 13 - Penetration Firestopping C1010-01 - Gypsum 07 84 43 - Joint Firest... in. Partitions V 08 11 13 - Hollow Metal Doors and Frames C1010-01 - Gypsum 081419-Plastic-Laminate-Flush Wood Doors Partitions 08 34 56 - Ligature -Resistant Sliding -Door -System 08 7100 - Door Hardware C1020 Interior Doors C7020-01 - DFW C7020-02 - Overhead V 08 33 23 - Overhead Coiling Doors C1010-01 - Gypsum C1020 Interior Doors Coilinq Door Partitions C1020-03 - ModernFold I V N/A as of V16123 C1010-01 -Gypsum C1020 Interior Doors Door Partitions C1030 Filings C1030-01 - Mi h V 114 16 - Plastic-Laminale Clad Architectural C1010-01 - Gypsum Cabicets Partitions 12 36 63 - Solid Surfacing Fabrications 12 64 26 - Upholstered Seal C1030 Filings C1030-02 - Lockers I V 10 51 23 - Plastic Laminate Clad Lockers C1010-01 - Gypsum 0526 -Plastic Lockers Partitions C1030 Filings 71030-03 - Specialties Y 08 83 00 - Mirrors C1010-01 - Gypsum 10 11 00 - Visual Display Units Partitions 02 00 -Toilet Accessories 10 41 16 - Emergency Key Cabinet 10 44 00 - Fire Protection Specialties C1030 Fillings C1030-04 - Signage IY 10 14 00 -Room Identfication Signage 10 14 19 - Dimensional Letter Signal 10 14 73 - Painted Signage C1030 Filings C1030-05 - Window Y 12 24 13 - Roller Window Shades C1010-01 - Gypsum Shades Partitions C1030 Fillings C1030-06-Gym IV 1166 00 - Gymnasium Equipment Last Updated: 01/18/23 C3010 Wall Finishes C3010-01 - Painting 09 91 23 - Interior Painting C1010-01 - Gypsum IY 099653 - Elas6merio Coatings Partitions 09 96 59 - High -Performance Coatings C3010 Wall Finishes C3010-02 - Wall V 097200-Wall Coverings C1010-01-Gypsum Coverings Partitions, C3010-03 - Wall Protection C3010 Wall Finishes C3010-03 - Wall Y 09 7121 - Solid Surface Wall Panels C10111-01 - Gypsum Protection 066400 - Plastic Paneling Partitions, C3010-02 - 10 26 00 - Wall Protection Wall Coverings C3010 Wall Finishes C3010-04 - Wood IV 061000-Rough Carpentry C1010-01 - Gypsum Paneling 06 10 53 - Misc Rough Carpentry Partitions C3020 Floor Finishes C3020-01 - Resilient Y 03 54 16 - Hydraulic Cement Underlayment A1030-01 - BOG Flooring 09 05 61 - Moisture Vapor Emission & Alkalinity Control 09 65 13 - Resilient Base & Accessories 09 65 16 - Resilient Sheet Flooring 09 65 19 - Reslllent Tile Flooring 0165 66 - Resilient Athetic F'O'l C3020 Floor Finishes C3020-02 - Tiling Y 4 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG 09 05 61 - Moisture Vapor Emission & Alkalinity Control 113111 - Tiling C3020 Floor Finishes C3020-03 - Resinous V 5 54 16 - Hydraulic Cement Undedayment A1030-01 - BOG Flooding 09 05 61 - Moisture Vapor Emission & Alkalinity Con rot 09 67 23 - Resinous Flooring C3020 Floor Finishes C3020-03 -Entrance IY 12 48 13 - Entrance Floor Mats and Frames A1030-01 - SOG Floor Floor Mats C3030-01 - Ceiling V 09 21 16 - Gypsum Board Assemblies C3030 CallingFinishes Finishes 09 51 13 - Acoustical Panel Ceilings 20 Plumbing r D2010 Plumbing Fbdures D2010-01 - Plumbing V 22 40 00 - Plumbing Fbdures Fbdures 22 05 18 - Escutcheons for Plumbinm Piping 22 05 13 - Common Motor Requirements for Plumbing Equipment 22 05 17 - Sleeves and Sleeve Seals for Plumbing Piping 22 05 23 -Ball Valves for Plumbing Piping 22 05 29 - Hangers and Supports for Plumbing Piping & Equip 22 05 53 - Identification for Plumbing Piping & Equip 22 07 19 - Plumbing Pipe Insulation D2020-01 - Domestic 22 11 16 - Domestic Water Piping D2020 Domestic Water Distribution Water Piping Rough V 22 11 19 - Domestic Water Piping Specialties 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 System (Uniformat Level 3) Definable Feature of Work z PREPARATORY PHASE Pre -installation Pre -installation 'Z Meeting Meeting U ted DFoW. (date scheduled) Completed (date) 22 OS 19 -Meters and Gages for Plumbing Piping Mock-up Required Mock-up Completed (date) INITIAL PHASE Anticipated Construction Start FlrstWork Inspection Required First Work Inspection Completed (date) 15 Responsible Whiting -Turner 03 Contractor Responsible Comment 22 05 29 - Hangers and Supports for Plumbing Piping & Eq wp. 22 05 53 - Identdicabon for Plumbing Piping & Equip 22 08 00 - Commissioning of Plumbing D2020-02 - Water 22 33 00 - Electric, Domestic -Water Heaters D2020 Domestic Water Distribution Equipment Y 22 13 16 - Sanitary W alse and Vent Piping 22 13 9 - Sanitary Waste Piping Specialties 22 05 29 - Hangers and Supports for Plumbing Piping & Equip. D2030-01 - Sanitary 22 05 53 - Identdicabon for Plumbing Piping & D2030 Sanitary Waste Piping Fri Y Equip r D3030 Cooling Generating Systems D3030-01 - HVAC Y 2305 13 - Common Motor Requlrmenls for HVAC Equipment Equip 23 OS 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Equipment 23 34 16 - Centrifugal HVAC Fans 23 34 23 - HVAC Power Ventilators D3040 Distribution Systems D3040-01 - HVAC Y 23 05 53 - Identification for HVAC Piping 8 Ductwork & Components Equipment 23 07 13 - Duct Insulation 23 31 13 -Metal Ducts 23 33 00 - Air Duct Accessories 23 33 46 - Rentals Ducts 233533 - Listed Kitchen Ventilation System Exhaust Ducts 23 37 13 - Air Ddfusers 2337 13.43 - Security Registers and Grilles D3040 Distribution Systems D3040-02 - HVAC Piping Y 23 05 17 - Sleeves and Sleeve Seals for HVAC & Components Piping 23 05 18 - Escutcheons for HVAC Piping 23 05 29 - Hangers and Supports for HVAC Piping 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identification for HVAC Piping 23 07 19 - HVAC Piping Insulation 23 21 13 - Hydronic Piping 23 23 00 - Refrigemnt Piping D3050 Terminal & Package Units D3050 - Terminal & Y 23 05 13 - Common Motor Requirements for Package Units HVAC Equip 23 05 29 - Hangers and Supports for HVAC Equipment 23 05 48.13 - Vibration and Seismic Controls for HVAC 23 05 53 - Identrflcabon for HVAC Equipment 23 360 -Air Terminal Units 23 74 16.11 - Packaged, Rooftop Air -Conditioned Units 23 81 26 - Split -System Air Conditioners D3060 Control 8 Instrumentation D3060-01 - HVAC Y 23 08 23 - Instrumentation and Control for HVAC Controls Svstems D3070 Systems Testing & Balancing D3070-01 - TAB Y 23 05 93 - Testing, Adjusting, and Balancing for HVAC 40 Fire r D4010 Sprinklers Protection D4010-01 - Fire Sprinkler Y 21 05 13 - Common Motor Requirements for Fire System Suppression Equip 21 05 17 - Sleeves & Sleeve Seals for Plumbing Piping 21 05 18 - Escutcheons for FP Pipit 21 05 23 - General Duty Valves for FP Piping 21 05 53 - Identification for FP Piping & Equip 21 13 13 -Wet-Pipe Sprinkler Systems r 1 - 21 13 16 - Dry -Pipe Sprinkler Systems 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Definable Features of Work Log Project: HCA Behavioral Health Hospital - FTW Last Updated: 01/18/23 Diabmpbgn Syatema 26 05 53 - Idenbflcat— for Electrical Systems 26 05 73.13 - Shod Circuit Studies 26 05 73.16 - Cogrdinabon Studies 26 05 73.19 - Arc -Flash Hazard Analysis 26 08 00 - Commissioning of Electrical Systems 26 22 13 - LV Distribution Transformers 26 24 13 - Switchboards 26 24 16 - Panelboards 26 28 13 - Fuses 26 28 6 - Enclosed Switches and Circuit Breakers 26 29 13.03 - Manual and Motor Controllers D5010 Electrical Service & Distribution D5010-02 - Generator & Y 26 32 13.13 - Diesel Emergency Engine ATS Generators 26 36 00 - Transfer Switches D5020 Lighting and Branch Wiring D5020-01 - Lighting and V 26 05 19 - LV Electrical Power Conductors & Branch Wiring Cables 26 05 26 - Grounding and Bonding for Electrical Systems 26 05 29 - Hangers & Supports for Electrical Systems 26 05 33 - Raceway and Boxes for Electrical Systems 26 0544 - Sleeves and Sleeve Seals for Electrical 26 05 53 - Identification for Electrical Systems 26 43 13 - Surge Protection for LV Power Circuits D5020 Lighting and Branch Wiring D5020-02 - Interior V 26 27 26 - Wiring Devices Fbdures & Devices 26 51 00 - Interior Lighting D5030-01 - Y 27 05 26 - Grounding and Bonding for Communications & Communications Systems Security Systems 27 05 28 - Pathways for Communication Systems 27 15 13 - Communications Hor writal Cabling 5030 Communications & Security 2120 00 - Security and CCTV D5030-02 - Nurse Call Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems 27 52 23 - Nurse Call Code -Blue Systems 55nn ((''�(j j� jV� D5Al� e er Elecrl el S& Sao my yalems D5090-01 -Fire Alarm Y 27 05 26 - Grounding and Bonding for System Communications Systems 27 05 28 - Pathways for Communication Systems E Equipment and Furnishings 28 46 21.11 -Addressable Fire Alarm Systems E20 Furnishings E2010 Faetl Furnishings EZu17 1 - Site Fencing N N/A as of 1/16/23 E2010 Ficetl Furnishings E2010-02 - Site N N/A as of 1/16/24 Special Construction & Demolition Furnishings ConstructionF10 Special F1010 SpecialStructures Y 13 34 00 -Metal Buildlno System A1030-01 - SOG F1010-01 - PEMB F7010-02 - Courtyard N/A as of 1116123 A-30-0 SOG F1010 S ecre ial Structus Shade System Y G10 Site Preparation G1010 Sde Clearing G1010 - 01 N Aloha Geotechnical Reood Alpha Geotechnical Report A1010-01, A1-1 G1030 Site Earthwork ss; G 1030 - 01 V 31 23 00 - Excavation and Fill G2010 Roadways G2010 - 01 V Alpha Geotechnical Report 03 1100- Concrete Forming 032000 -Concrete Reinforcing03 30 00 - Cast In Place Concrete 03 Concrete Finishing 01030-01 G2020 Parking Lots G2020 - 01 N Alpha Geotechnical Report 03 11 00 - Concrete Forming 0320 00 - Concrete Reinforcing 0330 00 - Cast In Place Concrete 03 35 00 - Concrete Finishing G1030-02 0 Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Project: HCA Behavioral Health Hospital - FTW G3010 Water Supply G3010-01 - Water G3020 Sanitary Sewer G3020-01 - Sanitary Sewer G3030 Storm Sewer G3030-01-Storm Sewer G3060-01 - Natural Gas G3060 Fuel Distribution Natural Gas Plpinq 94010 Electrical Distribution IL G4010-01 - Site Electrical G4020 Site Lighting G4020 - Site Lighting G4030 SR. Communications & Security Definable Features of Work Log Last Updated: 01/18/23 rvPre r:1 'N"I'Aas'ofl/16123 PREPARATORY PHASE -Installation Pre -Installation Meeting Meeting Related DFoWs (date scheduled) Completed (date) Mock-up Required Mack -up Completed (date) INITIAL PHASE Anticipated Construction Start First Work Inspection Required First Work Inspection c Responsible Whiting -Turner Completed (date) ct Contractor Responsible Comment ---- 0330 0 - Cast In Piece Concrete ---- G 010-01 ---- ---- N/A a of 1116124 ---- N/A sofl/16125 ---- r r r.r ---- Electrical Svsterns ____ © Copyright 2019 The Whiling -Turner Contracting Company. Al rights reserved. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Testing and Inspections Log Projec #019747 HCA Behavioral Health Hospital FW Last Updated 1/12/2023 0 Copyright 2019 The Whiting -Turner Contracting Company. All rights reserved. Page 1 of 1 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Job #: Date: Purpose Job Name: ITT n The Quality Planning Meeting is held by the Project Team with the regionally dedicated Quality Manager (RDQM) shortly after project award prior to start of subcontracted work. The meeting is to review project -specific quality management requirements and best practices, as well as plan strategies for successful development and execution of the Project -Specific Quality Management Plan (PSQMP). The meeting will include a review of processes and protocols to be used throughout the project, including definition of quality health metrics to be used to meet quality goals set on the project. In the meeting, the team will also define roles and responsibilities, define and understand expectations and identify critical Definable Features of Work (DFoWs). The Quality Planning Meeting will be attended by the project's lead Project Manager, lead Superintendent, Quality Manager/Coordinator, RDQM, and other available project team members. Objectives 1. Reinforce our culture of Quality as a foundation for project success with project team members and the RDQM 2. Understand the Policy and Program & how to customize the Project -Specific Quality Management Plan (PSQMP) 3. Review the project scope and schedule - discuss how to set expectations and integrate quality planning 4. Define quality success and discuss how it will be measured using appropriate processes and protocols 5. Identify quality management roles and responsibilities 6. Identify Definable Features of Work and Method of Tracking and/or Record -Keeping 7. Determine resources needed by the project team to execute the PSQMP Attendees Name Position Lead Project Manager Lead Superintendent Project -Specific Quality Coordinator/Manager Regionally Dedicated Quality Manager (Senior Leader) (Other Project Team Member) Page 1 of 5 I= DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Quality Planning Meeting - AGENDA Wr � QUALITY � MANAGEMENT TT" Quality Management Overview Note: Presentation resources for this overview are available to RDQMs on the Quality Management SharePoint site. 1. Review the Whiting -Turner Quality Management Policy and Program 2. Review the 3-Phases of Quality 3. Discuss Definable Features of Work (DFoW) and what can make them "Critical' or priority Notes or Links: Project -Specific Quality Management Plan (PSQMP) Note: Project team should have reviewed the QMP template prior to the meeting and is encouraged to have a draft QMP prepared for review/discussion. 1. Template and Introduction 2. Plan Administration 3. Planning and Execution (including 3 Phases of Quality) 4. Third -Party Inspections 5. Trade -Specific Quality Management Plans (TSQMPs) 6. Design Integration Management and Coordination (including Constructability Review) 7. QM Integration with Other Project Processes 8. Project -Specific Special Processes 9. Proactive Project Quality Culture 10. Appendix Documents to Include 11. Whiting -Turner Project Support Documents Notes or Links: Project Scope & Schedule 1. Project team gives overview of scope of work 2. Project team gives overview of project schedule 3. Discuss status of design documents or Page 2 of 5 I= DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Quality Planning Meeting - AGENDA 7VVr � QUALITY � WMANAGEMENT HffING-TURNER 4. Discuss process and software/tracking method project team will use for document control Notes or Links: Define Quality Success 1. How does the project team define quality? 2. How does the Client define quality? 3. How does the design team define quality? 4. Discuss how Whiting -Turner's plan will ensure expectations are met 5. Identify how success will be measured 6. How will the project celebrate quality success? Notes or Links: Identify Roles & Responsibilities 1. Whiting -Turner 2. Design Team 3. Client 4. Third -Party Inspectors 5. Authorities Having Jurisdiction (AHJs) 6. Trade Subcontractors 7. Other Project Stakeholders Notes or Links: Page 3 of 5 I= DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Quality Planning Meeting - AGENDA QUALITY. TTTM MANAGEMENT Resources 1. Has the project team engaged the applicable Industry Excellence National Coordinator, Industry Specialist, and Cost Specialist? 2. How can the Regional Dedicated Quality Manager (RDQM) help and support the project team? 3. Which Division of Work Leaders, Coordinators, and Subject Matter Experts (SMEs) would be helpful to the project team? 4. Are any outside resources needed? 5. What published resources can the team use for critical features of work? Notes or Links: Definable Features of Work (DFoW) Note: Project team may use this section to draft a list of identified DFoWs to be tracked through the 3 Phases of Quality and to determine appropriate methods of tracking for the project duration. 1. What are our "Critical' Definable Features of Work? 2. What other DFoWs should be prioritized? 3. For Critical and prioritized DFoWs, what method will we use to list and track them through the 3 Phases of Quality? Notes or Links: Action Items for Next Meeting Note: Assigning personnel responsible for action and due date is important for verification of follow-up to items discussed in the Quality Planning Meeting. Actions from the meeting should be reviewed for closure by the agreed date(s). EXAMPLE ACTIONS: Project team completes and distributes Project -Specific Quality Management Plan (PSQMP); Project team finalizes identification of DFows to be tracked through the 3 Phases of Quality and sets up tracking method; RDQM helps connect project team to Whiting -Turner resources. RDQM reviews PSQMP and DFoW list/tracker and provides comments back to the team Description Note or Assigned To Due Date Completion Action? (Name/Company Date I Page 4 of 5 DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 Quality Planning Meeting - AGENDA Wr � QUALITY � WMANAGEMENT HffING-TURNER Page 5 of 5 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT F SUBCONTRACTOR PLAN FOR COVID-19 This subcontract was executed during the worldwide pandemic of the coronavirus (COVID-19), as declared by the World Health Organization (WHO) in March 2020. In response to the COVID-19 pandemic and in accordance with the guidance of public health authorities, Subcontractor is required to reasonably cooperate with and, to the extent applicable, comply with all applicable Jobsite COVID Protocols for the Project. Subcontractor is further required to provide Whiting -Turner with Subcontractor's infectious disease preparedness and response plan for the Project which, at a minimum, ensures that Subcontractor will follow all applicable WHO, CDC, OSHA, and local, state anJ federal orders and regulations and project -specific requirements as it pertains to the performance of their scope of work in light of COVID19. Specifically, Subcontractor's infectious disease preparedness and response plan must specifically identify how Subcontractor will satisfy applicable requirements in the following areas: • Responsibilities of managers, supervisors and employees • Basic infection prevention measures for all workers regardless of exposure risk including but not limited to: o Hygiene protocols including but not limited to hand washing, etc. o Stay -home -when -sick protocols o Respiratory etiquette o Avoiding close contact with people who are sick o Social/physical distancing strategies • Training and project orientation procedures including but not limited to: o Understanding symptoms of COVID-19 • Jobsite exposure situations and stay-at-home and do -not -come -to -work protocols including but not limited to: o Employee experiencing COVID-19 symptoms o Employee tests positive for COVID-19 o Employee has close contact with an individual who has tested positive for COVID-19 o Employee return -to -work procedures o Confidentiality • Project staffing strategy to both adequately staff the project and limit exposure (e.g., dividing crews, etc.) • Jobsite protective measures including but not limited to: o General safety policies and rules o Office and jobsite sanitation o Meeting protocols o Personnel and work area sanitation protocols o Equipment and tool usage protocols o Common drink source/watercooler protocols o Jobsite visitors o Delivery procedures o PPE program including but not limited to mask, glove, respirator and eye protection use o Lift and hoist use o Stair, common corridor and tight workspace, etc. use o Breaktime and lunch policies o Work practice controls including but not limited to housekeeping and dust control, etc. o Personnel wellness check procedures including but not limited to: • Self -reporting • Temperature checks, if applicable • Employee questionnaires and wellness checklists • Travel inquiries • Contact tracing • To mitigate the spread and exposure of COVID-19, Subcontractor will follow CDC recommendations, project -specific requirements, and all other applicable federal, state and local orders, including restrictions and self -quarantining requirements and will determine, to the best of their ability, that each employee is cleared to work that day including but not limited to: • Employee is not experiencing any symptoms of COVID-19 including without limitation fever, shortness of breath or loss of taste or smell • Employee has not traveled internationally or in a high -risk area domestically over the past 14 days outside of the employee's typical commute SC38 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 (Exhibit Revised 3/2020) • Employee has not had prolonged, unprotected, close contact (without proper PPE) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 • Employee has not had direct contact with infectious secretions (been coughed/sneezed upon) with anyone who has been diagnosed with COVID-19 and who has not fully recovered from COVID-19 o Jobsite social/physical distancing including but not limited to strategies for integrating social/physical distancing into activity hazard analysis: • Engineered controls • Administrative controls — work process changes • PPE • Jobsite cleaning and disinfecting protocols including but not limited to: o Jobsite trailers and break areas o Trash collection o Sanitary facilities, if applicable o Vehicles, tools and equipment o Sanitizing equipment and supplies program o Material Safety Data Sheets • Travel restrictions (e.g., public transportation, etc.) • Procedures and protocols for unique project conditions including but not limited to occupied buildings, facilities with high -risk residents (e.g., healthcare, senior living), public interface, etc. • Job suspension procedures • Project start-up/return to shuttered project procedures • Supply chain monitoring/continuity plan • Record keeping program including but not limited to internal, external and OSHA The guidelines set forth herein are based on current public health guidance (as of April 3, 2020). Any requirements which are contingent on the pandemic declaration including without limitation those pertaining to medical inquiries and examinations, shall be deemed to lapse when the WHO declares an end to the COVID-19 pandemic, or such other time as may be required by applicable law. SC39 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT G DRAWING & SPECIFICATIONS LOG SC28 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Drawing Log N N O N r-I H dp S N \ n 3 r co o v N N Sheet tw Number Title j a IGOO-00 COVER SHEET X IG01-01 LIFE SAFETY PLAN - LEVEL ONE - OVERALL X G02-01 FEC PLAN X CIVIL IC0.0 COVER SHEET IC0.1 GENERAL NOTES X IC1.1 DEMOLITION PLAN X IC2.0 DIMENSIONAL CONTROL PLAN X IC2.1 DIMENSIONAL CONTROL PLAN X IC2.2 DIMENSIONAL CONTROL PLAN X IC2.3 DIMENSIONAL CONTROL PLAN X IC2.4 DIMENSIONAL CONTROL DETAILS X IC2.5 OVERALL GRADING PLAN X IC3.0 GRADING PLAN X IC3.1 GRADING PLAN X IC3.2 GRADING PLAN X IC3.4 GRADING PLAN X IC3.5 DETAILED GRADING X IC4.1 EXISTING DRAINAGE AREA MAP IC4.1 STORM SEWER PLAN X IC4.2 PROPOSED DRAINAGE AREA MAP IC4.3 STORM SEWER PLAN IC4.4 HGL CALCULATIONS IC5.1 OVERALL UTILITY PLAN X IC5.2 WATER PLAN IC5.3 SANITARY SEWER PLAN IC6.1 PAVING PLAN X IC6.2 PAVING DETAILS X IC7.1 EROSION CONTROL X IC7.2 EROSION CONTROL DETAILS IC.001 SEWER LINES SS-1 PLAN & PROFILE X IC.002 WATER PLAN & PROFILE W-1 X C.003 WATER PLAN & PROFILE W-1 X L0.01 L0.02 LANDSCAPE URBAN FORESTRY - PHASE 1 URBAN FORESTRY -TREE TABLE X DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 IS02-01C FOUNDATION PLAN - SEGMENT C X IS02-01D FOUNDATION PLAN - SEGMENT D X IS02-01E FOUNDATION PLAN - SEGMENT E X IS02-02 CANOPY FOUNDATION PLANS IS03-01 OVERALL ROOF FRAMING PLAN X IS03-01A ROOF FRAMING PLAN -SEGMENTA X IS03-01B ROOF FRAMING PLAN - SEGMENT B X IS03-01C ROOF FRAMING PLAN - SEGMENT C X IS03-01D ROOF FRAMING PLAN - SEGMENT D X IS03-01E ROOF FRAMING PLAN - SEGMENT E X IS04-00 TYPICAL FOUNDATION DETAILS X IS04-01 FOUNDATION DETAILS X IS05-01 TYPICAL WOOD SCHEDULES AND DETAILS X IS05-02 TYPICAL SHEAR WALL SCHEDULE AND DETAILS X IS05-03 TYPICAL WOOD DETAILS X IS05-04 TYPICAL ROOF FRAMING DETAILS X IS05-05 ROOF FRAMING DETAILS X IS05-06 ROOF FRAMING DETAILS X 506-01 TRUSS ELEVATIONS X ARCHITECTURAL IA01-00 STANDARDS AND SYMBOLS X IA01-01 SITE PLAN X IA01-11 ENLARGED SITE PLANS AND DETAILS X IA02-00 WALL & PARTITION TYPES AND UL ASSEMBLIES X IA02-01 FLOOR PLAN - LEVEL ONE - OVERALL X IA02-01A FLOOR PLAN - LEVEL ONE - SEGMENT A X IA02-01B FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02-01C FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02-01D FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02-01E FLOOR PLAN - LEVEL ONE - SEGMENT E X IA02-03 ROOF PLAN OVERALL X IA02D-00 OVERALL DIMENSION PLAN X IA02D-01A DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENTA X IA02D-01B DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT B X IA02D-01C DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT C X IA02D-01D DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT D X IA02D-01E DIMENSION FLOOR PLAN - LEVEL ONE - SEGMENT E X IA03-01 REFLECTED CEILING PLAN - LEVEL ONE - OVERALL X IA03-01A REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT A X IA03-01B REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT B X IA03-01C REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT C X IA03-01D REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT D X IA03-01E REFLECTED CEILING PLAN - LEVEL ONE - SEGMENT E X IA03-10 RCP DETAILS X IA04-00 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA04-01 RESTROOM TYPES AND RESTROOM ACCESSORIES X IA05-01 EXTERIOR ELEVATIONS X IA05-21 PARTIAL ENLARGED EXTERIOR ELEVATIONS X IA06-01 BUILDING SECTIONS X IA06-02 ,BUILDING SECTIONS X DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 MECHANICAL IM0.01 MECHANICAL SYMBOLS, LEGENDS, AND GENERAL NOTES X IM2.01 MECHANICAL DUCTWORK PLAN -SEGMENT A X IM2.02 MECHANICAL DUCTWORK PLAN - SEGMENT B X IM2.03 MECHANICAL DUCTWORK PLAN - SEGMENT C X IM2.04 MECHANICAL DUCTWORK PLAN - SEGMENT D X IM2.05 MECHANICAL DUCTWORK PLAN - SEGMENT E X IM2.06 MECHANICAL ROOF PLAN -SEGMENTA X IM2.07 MECHANICAL ROOF PLAN - SEGMENT B X IM2.08 MECHANICAL ROOF PLAN - SEGMENT C X IM2.09 MECHANICAL ROOF PLAN - SEGMENT D X IM2.10 MECHANICAL ROOF PLAN - SEGMENT E X IM4.01 MECHANICAL CONTROLS X IM4.02 MECHANICAL CONTROLS X IM4.03 MECHANICAL CONTROLS X IM4.04 MECHANICAL CONTROLS X IM6.01 MECHANICALSECTIONS X IM6.02 MECHANICAL ENLARGED PLAN X IM6.03 MECHANICAL ENLARGED PLAN X IM6.04 MECHANICAL ENLARGED PLAN X IM6.05 MECHANICAL ENLARGED PLAN X IM6.06 MECHANICAL ENLARGED PLAN X IM8.01 MECHANICAL SCHEDULES X IM8.02 MECHANICAL SCHEDULES X IM8.03 MECHANICAL SCHEDULES X IM8.04 MECHANICAL SCHEDULES IM9.01 MECHANICAL DETAILS X M9.02 MECHANICAL DETAILS X f-if-T ►i:1r��u IE0.01 ELECTRICAL SYMBOLS, LEGENDS AND GENERAL NOTES X IE1.01 ELECTRICAL SITE PLAN X IE2.02 ELECTRICAL LIGHTING PLAN - SEGMENT A IE2.03 ELECTRICAL LIGHTING PLAN - SEGMENT B IE2.04 ELECTRICAL LIGHTING PLAN - SEGMENT C IE2.05 ELECTRICAL LIGHTING PLAN - SEGMENT D IE2.06 ELECTRICAL LIGHTING PLAN - SEGMENT E IE3.02 ELECTRICAL POWER PLAN - SEGMENT A X IE3.03 ELECTRICAL POWER PLAN - SEGMENT B X IE3.04 ELECTRICAL POWER PLAN - SEGMENT C X IE3.05 ELECTRICAL POWER PLAN - SEGMENT D X IE3.06 ELECTRICAL POWER PLAN - SEGMENT E X IE3.07 ELECTRICAL ROOF PLAN X IE6.01 ELECTRICAL ENLARGED PLANS X IE6.02 ELECTRICAL POWER PLAN - GYM & ENLARGED SITE PLAN X IE6.04 ENLARGED KITCHEN POWER PLAN X IE7.01 ELECTRICAL ONE -LINE DIAGRAM X IE7.02 EMERGENCY ELECTRICAL ONE -LINE DIAGRAM X IE7.03 GROUNDING ONE -LINE DIAGRAM IE8.01 ,PAN ELSCHEDULES DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 IT6.02 ELECTRICAL LOW VOLTAGE PLANS X IT8.01 LOW VOLTAGE SCHEDULES IT8.02 LOW VOLTAGE SCHEDULES IT9.01 LOW VOLTAGE DETAILS T9.02 LOW VOLTAGE DETAILS PLUMBING IFP0.01 FIRE PROTECTION SYMBOLS, LEGENDS AND GENERAL NOTES X IFP2.01 FIRE PROTECTION PLAN -SEGMENTA X IFP2.02 FIRE PROTECTION PLAN - SEGMENT B X IFP2.03 FIRE PROTECTION PLAN - SEGMENT C X IFP2.04 FIRE PROTECTION PLAN - SEGMENT D X IFP2.05 FIRE PROTECTION PLAN - SEGMENT E X IFP7.01 FIRE PROTECTION RISER DIAGRAM X IFP7.02 FIRE PROTECTION RISER DIAGRAM X IFP9.01 FIRE PROTECTION DETAILS X IP0.01 PLUMBING SYMBOLS, LEGENDS AND GENERAL NOTES X IP2.01 PLUMBING UNDERFLOOR PLAN -SEGMENTA X IP2.02 PLUMBING UNDERFLOOR PLAN - SEGMENT B X IP2.03 PLUMBING UNDERFLOOR PLAN - SEGMENT C X IP2.04 PLUMBING UNDERFLOOR PLAN - SEGMENT D X IP2.05 PLUMBING UNDERFLOOR PLAN - SEGMENT E X IP2.06 PLUMBING PLAN -SEGMENT A X IP2.07 PLUMBING PLAN - SEGMENT B X IP2.08 PLUMBING PLAN - SEGMENT C X IP2.09 PLUMBING PLAN - SEGMENT D X IP2.10 PLUMBING PLAN - SEGMENT E X IP2.11 PLUMBING ROOF PLAN - SEGMENT A X IP2.12 PLUMBING ROOF PLAN - SEGMENT B X IP2.13 PLUMBING ROOF PLAN - SEGMENT C X IP2.14 PLUMBING ROOF PLAN - SEGMENT D X IP2.15 PLUMBING ROOF PLAN - SEGMENT E X IP6.01 PLUMBING ENLARGED PLANS IP6.02 PLUMBING ENLARGED PLANS IP6.03 PLUMBING ENLARGED PLANS IP6.04 PLUMBING ENLARGED PLANS IP6.05 PLUMBING ENLARGED PLANS IP6.06 PLUMBING ENLARGED PLANS IP6.07 PLUMBING ENLARGED PLANS IP6.08 PLUMBING ENLARGED PLANS IP6.09 PLUMBING ENLARGED PLANS IP6.10 PLUMBING ENLARGED PLANS IP6.11 PLUMBING ENLARGED PLANS IP6.12 PLUMBING ENLARGED PLANS IP6.13 PLUMBING ENLARGED PLANS IP7.01 PLUMBING RISER DIAGRAM X IP7.02 PLUMBING RISER DIAGRAM X IP7.03 PLUMBING RISER DIAGRAM X IP7.04 PLUMBING RISER DIAGRAM X IP7.05 PLUMBING RISER DIAGRAM X �P7.06 ,PLUMBING RISER DIAGRAM X DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 17 WATER PLAN & PROFILE W-1 18 OVERALL SEWER LAYOUT 19 SEWER LINE SS-1 PLAN & PROFILE 110 WATER DETAILS I11 WATER DETAILS 112 WATER DETAILS 113 SEWER DETAILS 114 SEWER DETAILS I15 SEWER DETAILS 116 DRIVEWAY PLAN 117 DRIVEWAY DETAILS 118 DRIVEWAY DETAILS 19 DRIVEWAY DETAILS SUPPLEMENTAL/ VENDOR DRAWINGS IK1.0 EQUIPMENT SCHEDULES X IK1.1 PROGRESS PRINT EQUIPMENT PLAN X IK1.2 ARCHITECTURAL DIMENSION PLAN X IK1.3 PLUMBING IN -SLAB DIMENSION PLAN X IK1.4 PLUMBING ROUGH -IN DIMENSION PLAN X IK1.5 ELECTRICAL IN -SLAB DIMENSION PLAN X IK1.6 ELECTRICAL ROUGH -IN DIMENSION PLAN X IK1.7 SPECIAL CONDITIONS IN -SLAB DIMENSION PLAN X IK1.8 SPECIAL CONDITIONS ROUGH -IN DIMENSION PLAN X IK1.9 VENTILATION & REMOTE REFRIGERATION PLAN X IK1.10 MECHANICAL SCHEDULES & NOTES X IK1.11 RESPONSIBILITY MATRIX X ISS-1 STORAGE SYSTEM LAYOUT X ISS-2 STORAGE SYSTEM LAYOUT X ISS-3 STORAGE SYSTEM LAYOUT X ISS-4 STORAGE SYSTEM LAYOUT X ISS-5 STORAGE SYSTEM LAYOUT X ISS-6 ELEVATIONS X BALLY WALK IN COOLERS / FREEZER X CAPTIVE -AIR HOODS X PREMIER SUBMITTAL DRAWINGS X FOOD SERVICE EQUIPMENT CUT BOOK X DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 PROJECT CONSTRUCTION DOCUMENT LOG HCA BEHAVIORAL HEALTH HOSPITAL Fort Worth, TX Specification Log Specification Number Title IVENDOR SPECIFICATIONS IBALLY REFRIGERATION SPECS DIVISION 01- GENERAL REQUIREMENTS 011000 SUMMARY 012110 ALLOWANCES 012200 UNIT PRICES 012300 ALTERNATES 012500 SUBSTITUTION PROCEDURES 012600 CONTRACT MODIFICATION PROCEDURES 012900 PAYMENT PROCEDURES 013100 PROJECT MANAGEMENT AND COORDINATION 013200 CONSTRUCTION PROGRESS SCHEDULES 013216 CPM SCHEDULES AND REPORTS 013233 PHOTOGRAPHIC DOCUMENTATION 013300 SUBMITTAL PROCEDURES 013533 INFECTION CONTROL PROCEDURES 014000 QUALITY REQUIREMENTS 014100 REGULATORY REQUIREMENTS 014200 REFERENCES 014339 INTEGRATED EXTERIOR MOCKUP 014523 TESTING AND INSPECTION SERVICES 014533 STRUCTURAL TESTING 014536 CONCRETE IMAGING 015000 TEMPORARY FACILITIES AND CONTROLS 015710 CONSTRUCTION ENVIRONMENTAL MANAGEMENT 015719 TEMPORARY EROSION AND SEDIMENTATION CONTROL 015750 INTEGRATED PEST MANAGEMENT 016000 PRODUCT REQUIREMENTS 017123 FIELD ENGINEERING 017300 EXECUTION 017329 CUTTING AND PATCHING 017419 CONSTRUCTION WASTE MANAGEMENT PROCEDURES 017700 CLOSEOUT PROCEDURES 017823 OPERATION AND MAINTENANCE DATA 017830 WARRANTIES 017839 RECORD DOCUMENTS 017900 DEMONSTRATION AND TRAINING 010913 GENERAL COMMISSIONING REQUIREMENTS (DIVISION 02 - EXISTING CONDITIONS 022000 IGEOTECHNICAL DATA X N N O N r-I N n O1 V1 0 P as 0 a DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 075423 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING X 076200 SHEET METAL FLASHING AND TRIM X 077100 ROOF SPECIALTIES X 077129 MANUFACTURED ROOF EXPANSION JOINTS X 077200 ROOF ACCESSORIES X 077253 SNOW GUARDS X 078100 APPLIED FIRE PROTECTION 078413 PENETRATION FIRESTOPPING X 078443 JOINT FIRESTOPPING X 079100 PERFORMED JOINT SEALS X 079200 JOINT SEALANTS X (DIVISION 08 - OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES X 081119 STAINLESS STEEL DOORS AND FRAMES X 081424 PLASTIC -LAMINATE -FACED WOOD DOORS X 083113 ACCESS DOORS AND FRAMES X 083114 SECURITY ACCESS DOORS AND FRAMES X 083323 OVERHEAD COILING DOORS X 083456 LIGATURE RESISTANT SLIDING DOOR SYSTEM X 084113 ALUMINUM -FRAMED ENTRANCES AND STOREFROTNS X 084413 GLAZED ALUMINUM CURTAIN WALLS X 085619 MEDICAL PASS WINDOWS X 085653 SECURITY WINDOWS WITH INTEGRAL BLINDS X 086200 UNIT SKYLIGHTS X 087100 DOOR HARDWARE X 087113 AUTOMATIC DOOR OPERATORS X 088000 GLAZING X 088300 MIRRORS X 089119 FIXED LOUVERS X IDIVISION 09 - FINISHES 090561 MOISTURE VAPOR EMISSION AND ALKALINITY CONTROL 092116 GYPSUM BOARD ASSEMBLIES 093000 TILE 095113 ACOUSTICAL PANEL CEILINGS 096513 RESILIENT BASE AND ACCESSORIES 096516 RESILIENT SHEET FLOORING 096519 RESILIENTTILE FLOORING 096566 RESILIENT ATHLETIC FLOORING 096723 RESINOUS FLOORING 097200 WALL COVERINGS 097816 SOLID SURFACE WALL PANELS 099121 INTERIOR PAINTING 099653 ELASTOMERIC COATINGS 099659 HIGH PERFORMANCE COATINGS DIVISION 10 -SPECIALTIES 101100 VISUAL DISPLAY UNITS 101400 INTERIOR SIGNAGE 101419 DIMENSIONAL LETTER SIGNAGE 101473 PAINTED SIGNAGE 102600 WALL PROTECTION 102800 TOILET ACCESSORIES 104116 EMERGENCY KEY CABINET 104400 FIRE PROTECTION SPECIALTIES DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 220529 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT X 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT X 220719 PLUMBING PIPING INSULATION X 220800 COMMISSIONING OF PLUMBING 221116 DOMESTIC WATER PIPING X 221119 DOMESTIC WATER PIPING SPECIALTIES X 221123 DOMESTIC WATER PUMPS X 221316 SANITARY WASTE AND VENT PIPING X I22 13 19 SANITARY WASTE PIPING SPECIALTIES X 223300 ELECTRIC, DOMESTIC -WATER HEATERS X 22 40 00 PLUMBING FIXTURES DIVISION 23 - HEATING, VENTILATION & AIR CONDITIONING 23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC X 230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING X 230518 ESCUTCHEONS FOR HVAC PIPING X 230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT X I23 05 48.13 VIBRATION CONTROLS FOR HVAC X 230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT X 230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC X 230713 DUCT INSULATION X 230719 HVAC PIPING INSULATION X 230923 DIRECT DIGITAL CONTROL (ddc) SYSTEM FOR HVAC X 232113 HYDRONIC PIPING X 232300 REFRIGERANT PIPING X 233113 METAL DUCTS X 233300 AIR DUCT ACCESSORIES X 233346 FLEXIBLE DUCTS X 233416 CENTRIGUGAL HVAC FANS X 233423 HVAC POWER VENTILATORS X 233533 LISTED KITCHEN VENTILATION SYSTEM EXHAUST X 233600 AIR TERMINAL UNITS X 233713 AIR DEVICES X I23 37 13.43 SECURITY REGISTERS AND GRILLES X I23 74 16.11 PACKAGED, ROOFTOP AIR-CONDITIONING UNITS X 23 81 26 SPLIT -SYSTEM AIR -CONDITIONERS X DIVISION 26 - ELECTRICAL 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL X I26 05 00.01 DIVISION COORDINATION X 260519 LOW VOLTAGE ELEC. POWER CONDUCTORS & CABLES X 260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS X 260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS X 260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS X 260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL X 260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING X 260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS X I26 05 73.13 SHORT-CIRCUIT STUDIES X I26 05 73.16 COORDINATION STUDIES X I26 05 73.19 ARC -FLASH HAZARD ANALYSIS X 260800 COMMISSIONING OF ELECTRICAL SYSTEMS X 262213 LOW -VOLTAGE DISTRIBUTION TRANSFORMERS X 262413 SWITCHBOARDS X 262416 PANELBOARDS X 262726 WIRING DEVICES X DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT H PROJECT SCHEDULE SC29 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) vlty IL) I Activity Name Milestones MS-1120 GMPApproval MS-1000 Notice to Proceed MS-1010 Construction Start MS-1020 Foundations Complete MS-1030 Structure Complete MS-1040 Dry -In Date MS-1060 80%TDSHS Inspection Lginal Start Duration 335 03-Apr-23 0 0 05Jun-23` 0 05Jun-23 0 0 WBS Grouped Finlsn I A M ll J J )) A ll S U )) N b1o1112l31o1112121o111112101o1112f31011121L1111210111zf210111 30-May-23 09:45 I J I A 1 S 08-Aug-24 08-A4g-24, M 03-Apr-23' GMPAppmval Wti to Proceed ------+--------�',�Constid o unSt2rt--------*--------+--------1--------1---------'� ----------'_--------'--------'---------------------------�------- 16-Oct-23 ♦ Foundations Complete --------' --------I 29-Nov-23 4k Structurer Complete 08Jan-24 Dry-ld Date 22-Feb-24 ♦ $o%TDsFs Inspec(lon i MS-1050 Envelope Complete 0 12-Apr-24 ♦ Envelope Complete �', MS-1070 Weather Days 36 12-Jun-24 02-Au 24 -------- Weathere Days MS-1080 TOO 0 18Jun-24 ♦ TDO MS-1100 Certificate of Occupancy 0 07-Aug-24 Gertitihate of( MS-1110 100 % TDSHS Inspection 0 08-Aug-24 100 /p TDSHS MS-1090 Grand Opening 0 08-Aug-24 Grand Openir SI'gn & Permittin g 55 03-Apr -Apr - -'---------- -------------------'--------:--------;--------;------------------------------------------------------------------------------------------ ----- - ---- 2 1Jun-23, Design &:Permitting DES-1070 CFA Review Time 25 03-Apr r-23 08-Ma 23 01[= CFA Review Trine Y- DES-1060 Grading Perk Resubmission 29 03-Apr-23 12-May-23 Grading Pemlk Resubmission DES-1050 Building Permit Review (3rd) 5 18-Apr-23 24-Apr-23 ❑ 'Building Permit Review (3rd) DES-1080 CFA Receved 15 09-May-23 30-May-23 O' CFA Receved DES-1000 Grading Permit Received 0 30-May-23 -------- Gradin ------- ------- 30-May-23 I', g, Permit Received j , DES-1090 Building Perk Receved 5 14Jun-23 i 21Jun-23 E Building Perk Recidved PreConstruction —MMMMMMPr' 213 03-Apr-23 13,Feb-24, P,reConstrt{dion Construction 249 05Jun-23 06Jun-24 SileWork 169 05Jun-23 12-Feb-24 SW-1610 Site Mobilization 1 05Jun-23 05Jun-23 SW-1600 Site Clear & Grub 5 06Jun-23 12Jun-23 I SW-1640 SWPPP 2 06Jun-23 07Jun-23 SW-1510 Moisture Conditioning 35 08Jun-23 28Jul-23 SW-1500 Mass Grading 20 13Jun-23 12JuP23 SW-1660 Sanitary/Sewer Piping 10 13Ju1-23 26Ju1-23 SW-1630 Storm Water 13 13Jul-23 31Jul-23 SW-1470 Domestic Water (Private) 10 01-Aug-23 14-Aug-23 SW-1480 Domestic Water (Pu bib) 20 16-Aug-23 13Sep-23 SW-1650 Telecom 15 06-Sep-23 26Sep-23 SWA 520 Natural Gas 15 27-Sep-23 18-Oct-23 SW-1570 Secondary Electric 5 10-Aug-23 16-Aug-23 SW-1550 Primary Electric 15 15-Aug-23 05Sep-23 SOG1-1310 Excavate/For/Pour Grade Beams 3 06-Sep-23 08Sep-23 SOG1-1320 Void Forms &Baddill 5 11Sep-23 15Sep-23 SOG1-1330 Final Grading 2 18-Sep-23 19Sep-23 SOG1-1340 Vapor Barrier 1 20-Sep-23 20Sep-23 SOG1-1350 SOG Reber& Inserts 3 21-Sep-23 25Sep-23 SW-1620 BOG Pour#4 5 26-Sep-23 02-Oct-23 SW-1530 TCEC Wire Pulls 15 03-Oct-23 24-Oct-23 SW-1590 Set TGECTransforer 5 25-Oct-23 31-Oct-23 SW-1580 Set Generator 1 16Jan-24 16Jan-24 SW-1460 CMU Installation 5 17Jan-24 23Jan-24 SW-1490 Install Door & Hardware 2 24Jan-24 25Jan-24 SW-1540 Paint CMU 5 26Jan-24 01-Feb-24 Actual Work Critical Remaining W... O Remaining Work ♦ ♦ Milestone 06Juh-24, Construction I 12-Feb-24, SiteWork ---------�'A Site Mobilizatioh------------------------------------- -- - ----------------------------- ■ Skg Clear & Grub 1 SWPPP Moisture;Conditiordng I Mass Grading! -- ----------------------------1--------' ---------------------- 12-Feb-24, Utilities FS1 Sanitary/Sewer Piping Stor Water OM Domestic Water (Private),,,,, O Domestic Water (Pu blid) ------'------------------------------------------ *:---------------- 0:Telecom: I I I I : �I I I I I E Natural Gas 12-Feb-24, Phranent:Power ❑ Secondary Electric Primary Electric; 0 Excavate/FOmi/POur Grade Beams ; I I I I ;❑ Void Fo ms &Baddill 1 Final Grading Vapor Barrii?r ❑ SOG Retlar & Inserts - '- - - ---------'- ------------------ - -------------------------, ------4 BOG Pour#4 ; - - - - `- ----- ---------------- - ------- TcEc Wit Pulls 10 Set TC�CTransfgrer , Set Generator ❑ GMU Installation - '- - ----------'--------'--------'--------'--------0 !!Install Door& Hardware ------------'--------------------------------- ❑ Paint CMU Page 1 of 11 1 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Actrvity IU Activity Name SW-1560 Pull Wire & Make Tenrinafons SW-1670 Electrical Yana Complete Foundations FD-1000 Drill Piers SOG1-1280 SOG1-1270 SOG1-1210 SOG1-1300 SOG1-1230 SOG1-1290 SOG1-1240 SOG1-1260 SOG1-1250 Lginal Start hmish Duration 10 30Jan-Jan12-Feb-24 0 01-Feb-24 54 31-Jul-23 16-Oct-23 12 31-Jul-23 15-Aug-23 UG Plumbing 17 10-Aug-23 01Sep-23 UG ElechicalfTelecom 10 10-Aug-23 23-Aug-23 City Inspections 2 31-Aug-23 01Sep-23 Void Fors &Baddill 5 11Sep-23 15Sep-23 Final Grading 2 18-Sep-23 19Sep-23 Vapor Barrier 2 20-Sep-23 21Sep-23 Slab Edge Forms 3 20-Sep-23 22Sep-23 SOG Rebar & Inserts 3 22-Sep-23 26Sep-23 SOG #1 Pour Date 1 27-Sep-23 27Sep-23 SOG2-1190 Excavate/Form/Pour Grade Beams 20 16-Aug-23 13Sep-23 SOG2-1240 UG Electrical/Telecom 10 24-Aug-23 07Sep-23 SOG2-1250 UG Plumbing 17 05-Sep-23 27Sep-23 SOG2-1270 Void Forms &Baddill 5 14-Sep-23 20Sep-23 SOG2-1180 City Inspections 2 26-Sep-23 27Sep-23 SOG2-1200 Final Grading 2 28-Sep-23 29Sep-23 SOG2-1260 Vapor Barrier 2 02-Oct-23 03-W-23 SOG2-1210 Slab Edge Forms 3 02-Oct-23 04-Oct-23 SOG2-1230 SOG Rebar & Inserts 3 04-Oct-23 06-W-23 SOG2-1220 SOG #2 Pour Date 1 10-Oct-23 10-W-23 SOG3-1580 UG Electrical/Telecom 5 08-Sep-23 14Sep-23 SOG3-1530 Excavate/Form/Pour Grade Beams 8 14-Sep-23 25Sep-23 SOG3-1610 Void Forms &Baddill 3 26-Sep-23 28Sep-23 SOG3-1590 UG Plumbing 6 28-Sep-23 05-W-23 SOG3-1520 City Inspections 1 06-Oct-23 06-Oct-23 SOG3-1540 Final Grading 1 10-Oct-23 10-Oct-23 SOG3-1600 Vapor Barrier 1 11-W-23 11-Oct-23 SOG3-1550 Slab Edge Fortes 2 11-Oct-23 12-Oct-23 SOG3-1570 SOG Mbar & Inserts 2 12-Oct-23 13-Oct-23 SOG3-1560 SOG #3 Pour Date 1 16-Oct-23 16-W-23 Structure & Envelope 150 31-Aug-23 112-Apr-24 SE-B-1380 We ll Layout 2 12-Oct-23 13-Oct-23 SE-B-1360 Steel Erection 2 17-Oct-23 18-Oct-23 SE-B-1250 Fire Proof Steel 3 19-Oct-23 23-Oct-23 SE-B-1370 Wall Framing 5 24-Oct-23 30-W-23 SE-B-1220 Exterior Sheathing 4 31-Oct-23 03-Nov-23 SE-B-1400 Wood Truss Install 5 31-Oct-23 06-Nov-23 SE-B-1210 Door Installation 2 31-Oct-23 01-Nov-23 SE-B-1230 Exterior We ll Penetrations 2 06-Nov-23 07-Nov-23 SE-B-1310 Parapet Walls& Plymod Roof Decking 5 07-%23 14-Nov-23 SE-B-1290 LAWS Install 5 08-Nov-23 15-Nov-23 SE-B-1300 MEP Roof Penetrations 2 15-%23 16-Nov-23 SE-B-1330 Roof Curbs 1 15-Nov-23 15-Nov-23 SE-B-1260 Flashing Install 4 16-Nov-23 21-Nov-23 WBS Grouped I 30-May-23 09:45 A M J J H S U N U J�1' MH JJ M J J I AOj1j2I3jOj1j2j250j1j1j2lOjOj1j2�3jOj1j2j250j1j1j2lOjOj1j2�2jOj1j1j250j1j1j2�3jOj1j2j1I`1j2 n7I1j1j�.10 I\1j2I2j01I1j112I01Oj1j2+3j.I11212j0111112l010111 i'ul Wire &e Terms afons j j * Electrical Yard Complete 16.0------ P---------- I ons - - - - - -------- -------- -------- --------- - I I '', 15 %�ug-23, Deep Fourjdatbns �I 11111111111 Drill Piers 16Oct-23, 90G Pours, 27Sep-23, Pour 4,1 (Seg B tx C) 0 Excavate/FonR/Pour Grade Beams ----------ME" UG Plumbing - - - - O UG Eledrital/Telemm Q City Inspections ❑ Void Fors&Baddill l 1 Final Grading 0 Vapor Barrier 0 Slab Edge Forms ❑ j SOG Re4ar & Insej s 1: SOG#1:Pour Date 10-Qd-23, PoUr #2 (Seg A & D) -- -- ------------- Exdavate/Portn/Pour Glade Beams UG 0ectrical?4lecom (1G Plumbing ■ *dForma&Baddilj II: City Inspections --------------- ------- 1: Final Grading :1 Vapor Oarder i0 Slab Edge Fonts I 1 SOG Rebar & Inserts SOG #2 Pour bate - ---------%-�� 1610d-Po --- ur (Sag -- ---------'- - ------- 4g E) ■ UG EledricaUTelecoin D Excavate%Form/Poor Grade Beams 0: VoidFocrs&Baddill O UG Plumbing r r I I I I I I City Irtsped'ans; I Final Grading I Vapor Barrier: 1 Slao Edge F*s 1 SOG Reber & Inserts ---------'--------- ---'-------- ---------------------------------------------------- ----- ------ ---- ----I ---I S(#G#3 Poyr Date--- --- 12-Apr-24, Structure & Envelope: 11-Mar-24, Segment B 1 Wall Layout 1 Steel Erectipn ---------- .------- ------------- ■ Fre Proof Steel ___'________' ■I Wall FrBrring E)ted6r Sheathing ■ Wood Truss Install Q Door Installation - ------------------ ---------------- -- Wall Penetrations ---------- -------- ------------------ ------- O ■ Paiapet Walls& Plywood Roof Decking O LAMB Install' 1 MEP Roof Penetrations Roof Curbs ----------'--------'----------------- '--------- - '--------'-------- ■ Flashing Install '-------- -------- Actual Work Critical Remaining W... I Page 2 of 11 I TASK filter: Not Completed. � Remaining Work ♦ ♦ Milestone © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Actrvlly ID Name SE-B-1320 Roof Cover Board Install SE-B-1240 Fiber Cement Board Install SE-B-1280 Iso Foam & TPO Roof Install SE-B-1350 Standing Seam Metal Roof Install SE-B-1340 Spray Insulation (Walls) SE-B-1390 Window Installation SE-B-1200 Brick Install SE-B-1270 Gutter/Scupper/Coping Cap Install SE-C-1820 Wail Layout SE-C-1800 Steel Erection SE-C-1690 Fin; Proof Steel SE-C-1810 Wall Framing SE-C-1660 Exterior Sheathing SE-C-1840 Wood Tmss Install SE-C-1650 Door Installation SE-C-1750 Parapet Walls& Plywood Roof Ded<ing SE-C-1670 Exterior Wall Penetrations SE-C.1740 MEP Roof Penetrations SE-C-1770 Roof Curbs & Skylights SE-C-1730 LAWS Install SE-C-1760 Roof Cover Board Install SE-C-1700 Flashing Install SE-C-1720 Iso Foam & TPO Roof Install SE-C-1790 Standing Seam Metal Roof Install SE-C-1680 Fiber Cement Board Install SE-C-1780 Spray Insulation (Walls) SE-C-1830 Window Installation SE-C-1640 Brick Install SE-C.1710 Gutter/Scupper/Coping Cap Install SE411890 Wall Layout SE-D-1870 Steel Erection SE-D-1760 Fire Proof Steel SE-D-1880 Wall Framing SE-D-1730 Exterior Sheathing SE-D-1910 Wood Truss Install SE-D-1720 Door Installation SE-D-1820 Parapet Walls& Plywood Roof Decking SE-D-1740 Exterior Wall Penetrations SE-D-1810 MEP Roof Penetrations SE-D-1840 Roof Curbs & Skylights SE-D-1800 LAWS Install SE-D-1830 Roof Cover Board Install SE-D-1770 Flashing Install SE-D-1790 Iso Foam & TPO Roof Install SE-D-1860 Standing Seam Metal Roof Install SE-D-1750 Fiber Cement Board Install SE-D-1850 Spray Insulation (Walls) SE-D-1900 Window Installation SE-D-1710 Brick Install SE411780 Gutter/Scupper/Coping Cap Install Lgin I Start hmish Duration 4 17-Wo 23 22-Nov-23 4 22-Nov-23 29-Nov-23 7 27-Wo 23 05-Dec-23 6 27-Nov-23 04-Deo-23 3 07-Dao-23 11-Dec-23 5 14-Feb-24 21-Feb-24 10 22-Feb-24 06-Mar-24 3 07-Mar-24 11-Mar-24 07Jur 11-Od-23 11-Oct-23 12-Oct-23 16-Oct-23 17-Oct-23 18-Oct-23 19-Oct-23 30-Oct-23 31-Oct-23 07-140v-23 31-Oct-23 06-Nov-23 31-Oct-23 01-Nov-23 07-Wo 23 15-140v-23 08-Nov-23 09-Nov-23 16-Wv-23 20-140v-23 16-%23 16-Nov-23 16-Wv-23 29-140v-23 27-Nov-23 04-Deo-23 30-Wo 23 06-Dec-23 05-Deo-23 14-Deo-23 05-Deo-23 14-Deo-23 07-Dao-23 18-Dec-23 20-Deo-23 28-Deo-23 14-Feb-24 23-Feb-24 07-Mar-24 14-Mar-24 15-Mar-24 21-Mar-24 2 16-Oct-23 17-Oct-23 3 19-Oct-23 23-Oct-23 2 24-Oct-23 25-W-23 8 31-Oct-23 09-140v-23 6 13-Nov-23 20-Nov-23 5 13-Wo 23 17-140v-23 2 13-Nov-23 14-Nov-23 6 20-Wv-23 29-140v-23 2 21-%23 22-Nov-23 3 30-%23 04-Deo-23 1 30-Wo 23 30-140v-23 8 30-Nov-23 11-Deo-23 6 05-Dao-23 12-Dec-23 5 12-Deo-23 18-Deo-23 8 13-Dec-23 27-Dec-23 8 13-Deo-23 27-Deo-23 8 19-Dec23 03Jan-24 4 09Jan-24 12Jan-24 7 14-Feb-24 23-Feb-24 6 15-Mar-24 22-Mar-24 5 25-Mar-24 01-Apr-24 WBS Grouped I 30-May-23 09:45 A M J J A S U N 11 J h M A (J M J J A S )101112I31011I2I25011111210l1112�31a11212511 1121a01112�21011I`1I`2011 112�3 a1I12I2 1�1�25a1�1�2I310�1�212�0�11 21010J112�3101I2I2�0�1111210�0111` ■ I�of Cover rcl ha 11 ❑: Fiber Cement Board Install ❑ Iso Foam & TPO Roof Install I�3 Standing Seam Metal Roof Install _-----___-1____________________________ ■ Spray Insulation -(Walls)' _______ -------- -------- I -____---_--------- ------- M Window Installation: IM Brick Install ■ Gutter/Scupper/Coping Cap Install �1-Mar-24: SegmenS C I I I I I Waq Layout �I I ■ Steel Eredicin 0 Fre Proof Steel O: Wall Frarrin9 ❑ Exterior Sheathing --------- *-------- ' I I I I ❑ Wood Tmss Install I I I I QDoor Installation ❑ Parapet Walls& Plywood Roof Decking 0 Exterior Wall Penetrations H MEP Roof Penetrations I I I I I Roof Curbs &Skylights I I I M: LAWS Insta 11 M Roof Cover Board Install (] Flashing Install O Iso (Foam & TPO Roof Install '----- OD Standing Seam Metal Install ---- I 0 Fiber Cement Board Install ❑ Spray Insulation (Walls) O ;Window, Installation: ❑ Brick Install ❑ Qutter/Scupper/Coping Cap Inyiall 01-Apr-24, Segment D 1 WpIILaynutj ■ Steel EredUon 1 IRre Proof Steel _______"I Wall:Framing _______; ------------------ ------- E Exterior Sheathing ■ Wood Tmss;hstall 1 Door Installation Cl: ParapetIwe IIs& Plywood Roof Decking ------5---------I---------I---------F------ 0 Exterior Wall Penetrations ❑ MEP Woof Penetrations I Roof Curbs & Skylights O LAWS Install ❑ Roof Cover Board Install - ------- ----- -------- ------------------ ------- ❑ Flashing Install j j j O Iso Foam & TPO Roof Instat O Standing, Seam Metal Roof Install 0 Fiber Cement Board Install ❑ Spray Insulation (Walls)', -----+ ------ --- -----I ------- M ;Window Installation: M Brick Instal r Gutter/Scupper/Qoping Cap Install J4-Api24, Segment E Actual Work Critical Remaining W... Page 3 of 11 TASK filter: Not Completed. O Remaining Work ♦ ♦ Milestone I © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Activity ID Activity Name Linal Start Finish Duration SE-E-1280 SE-E-1260 SE-E-1150 SE-E-1270 SE-E-1120 Wall Layout Steel Erection Fin; Proof Steel Wall Framing Exterior Sheathing 2 20-Oct-23 3 30-Oct-23 2 02-Wv-23 4 09-%23 3 16-Wv-23 23-Oct-23 01-Nov-23 03-Nov-23 15-Nov-23 20-Nov-23 SE-E-1300 Wood Tmss Install 4 16-%23 21-Nov-23 SE-E-1110 Door Installation 1 16-Wv-23 16-Nov-23 SE-E-1130 Exterior Wall Penetrations 2 21-Wv-23 22-Nov-23 SE-E-1210 Parapet Walls& Plywood Roof Decking 4 22-%23 29-Nov-23 SE-E-1200 MEP Roof Penetrations 2 30-Wv-23 01-Deo-23 SE-E-1230 Roof Orbs 1 30-%23 30-Nov-23 SE-E-1190 LAWB Install 5 12-Deo-23 18-Deo-23 SE-E-1220 Roof Cover Board Install 4 13-Deo-23 18-Deo-23 SE-E-1160 Flashing Install 4 19-Deo-23 27-Deo-23 SE-E-1180 Iso Foam & TPO Roof Install 6 19-Deo-23 29-Deo-23 SE-E-1250 Standing Seam Metal Roof Install 6 19-Deo-23 29-Deo-23 SE-E-1240 Spray Insulation (Walls) 3 27-Dec23 29-Deo-23 SE-E-1140 Fiber Cement Board Install 4 04Jan-24 09Jan-24 SE-E-1290 Window Installation 5 14-Feb-24 21-Feb-24 SE-E-1100 Brick Install 5 25-Mar-24 01-Apr-24 SE-E-1170 Gutter/Scupper/Coping Cap Install 3 02-Apr-24 04-Apr-24 SE-A-1380 Wall Laycut 2 18-Oct-23 19-Oct-23 SE-A-1360 Steel Erection 4 24-Oct-23 27-Oct-23 SE-A-1250 Fire Proof Steel 3 30-Oct-23 01-Nov-23 SE-A-1370 Wall Framing 5 02-Wv-23 08-Nov-23 SE-A-1400 Wood Truss Install 5 02-%23 08-Nov-23 SE-A-1220 Exterior Sheathing 4 09-Wv-23 15-Nov-23 SE-A-1310 Parapet Walls& Plywood Roof Decking 5 09-%23 16-Nov-23 SE-A-1210 Door Installation 2 09-Wv-23 13-Nov-23 SE-A-1230 Exterior We II Penetrations 2 16-%23 17-Nov-23 SE-A-1300 MEP Roof Penetrations 2 17-Wv-23 20-Nov-23 SE-A-1330 Roof Curbs 1 17-Wv-23 17-Nov-23 SE-A-1290 LAWS Install 5 19-Deo-23 28-Deo-23 SE-A-1320 Roof Cover Board Install 4 19-Deo-23 27-Deo-23 SE-A-1280 Iso Foam & TPO Roof Install 7 28-Deo-23 08Jan-24 SE-A-1350 Standing Seam Metal Roof Install 6 28-Deo-23 05Jan-24 SE-A-1260 Flashing Install 4 29-Deo-23 04Jan-24 SE-A-1340 Spray Insulation (Walls) 3 29-Deo-23 03Jan-24 SE-A-1390 Window Installation 6 14-Feb-24 22-Feb-24 E-A-1240 Fiber Cement Board Install 4 23-Feb-24 28-Feb-24 E-A-1200 Brick Install 6 02-Apr-24 09-Apr-24 E-A-1270 Gutter/Scupper/Coping Cap Install 3 10-Apr-24 12-Apr-24 1o00 12" Storm Piping & Inlet 2 31- g-23 - 01 Sep-2Y1010 Geofabric/Perforated Pipe/Pea Gravel 6 05-Sep-23 12Sep-23 Y1020 I Interior Irrigation 3 13-Sep-23 15Sep-23 Y1030 Fine Grading 1 18-Sep-23 18Sep-23 Y1040 Pedestrian Concrete & Tree Grates 4 28-Sep-23 03-W-23 Y1050 Masonry Delivery 0 18-Oct-23 Y1060 Brick Install 9 19-Deo-23 04Jan-24 Y1070 Y1080 CMU Divider Wall Exterior Painting 5 05Jan-24 6 12Jan-24 11Jan-24 22Jan-24 WBS Grouped 30-May-23 09:45 A M J J (I A Ij S O N D J F M A (I M J II J A S )101112I310111212�0111112IO11112131a112121111120100 20II11112�0111112�3101t 1212�a11112�a 111121111121210111112I010J 121310111212�01111121010111 ■ Il Layout 1------1-------,I Steel Erection - - - - :0 Fin; Proof Steel ❑ MIl Framing 0 Exterior Sheathing ■ Wood Tmss Install ---------- --- ---- ------------------------------ -----,-------,-------,-------,I------,or Installation ----- - - 1 Exterior Wall Penetrations Ei Pampet';Walls& plywood Fkoof Deddrig 1 MEP Roof Penetrations I Roof Curbs ----------------------------'--------'--- fLANB-I------------ ''-`-------- `-------- '-------- '-------- ---------------- Install ❑ Roof CoverBoard Install ❑ Flashing Install Iso Foarh & TPO Roof Install Standing Seam Metal Roof Install ------------------------- o; ------- Spray insulation (Wells) ❑ Fiber, Cement Board Install ❑ window Installation: ❑ Brick Install 0 GutteMScupper/Goping Cap Install 1_ ___________________________ _______ --------I --------I --------,I -------' --------`-----12-Apr-24, Segment Ai Steel Erdcfion d Fire Proof Steel :❑ Walirraming ---------- ----'❑ Woo -------- -------------- tl Truss Install ❑ 6¢edor Sheathing ❑ Pilrapet Wals& Nywbod Roof',Deddng ❑ Door Installation 0 Ektedor Wall Penetrations -------- _ ________________________________❑__MEP Roof Penetratitl--------6 ____________;________;________ _________ _______ , Penetrations Roof Curbs M LAWS Install ❑ Roof Cover Board Install Q Iso Foam & TP,O Roof Install _- - ---------------------------- --- ---- --------------------- --------�--Standing Seam' ---aI R Install - --- , I I I I Metal Roof Install I Flashing Install ❑ Spray Insulation l(Wa lls) ❑ Window Installation' ❑, Fiber Cement Board Install j ------- -------- M Brick Install I I I I I I I II Gutter/SwppCr/Coping;Cap Install I 23-Feb-24, CourtyaN 12" Stemr Piping: & Inlet j M GebfabddPefforated Pipe/Pea Gravel I I I I Ii IntBrior I' ation ---------------------------------- I I I Fipe Grading 10 Pedestrian Concrete & Tree Grates ♦ Masonry Ddlivery E:30 Brick Install --------------------------------------------- ------- - - - - - - ----- � - - Wall I 111111 Exterior Painting Actual Work Critical Remaining W... Page 4 of 11 TASK filter: Not Completed. E� Remaining Work ♦ ♦ Milestone I © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Linal WBS Grouped 30-May-23 09:45 Activity ID Activity Name Stan Rnish A M J J A S O I)011121310122�0112I0 N D J F M A M J J A S Drireta°I I 12�3 122� 112 .022011201123 1�212�1f125 11 �230112�20112I0012+301220112001� iii iii iai iaii aid aid llii. iii is a i ai ii iiii iii_iiii. iii iii Shade Structure Erection 2 23Jan-Jan 24Jan-Jan a e Strydure rCction Planters/Plantings 3 23Jan-24 25Jan-Jan I Planters/Plantings AniFical Tun Install 2 23Jan-Jan 24Jan-Jan 1 Wnifical Turf Install rC-Y1120Tables&Chairs 1 14-Feb-24 14-Feb-24 -________-________ ___---_ ---------r--------I I Tables&Chairs Gate & Hardware Install 1 15-F-eb-24 15-Feb-24 I Crate & Hardware hstbil Wf Pre -Punch 5 16-Feb-24 23-Feb-24 M ,Wr Pre -Punch 1 IPfT-&1440 h-Wall-Bec4ical&Data 7 15-Wv-23 27-Nov-23 Interior Build-outrQ 127I 15-Wo 23 122-May-24 I I I -------�--------�'- m Actual Work Critical Remaining W... � Remaining Work ♦ ♦ Milestone Page 5 of 11 22-May-24, Interior Build -out 01-May:24, Segment B ---------- ---- O ;- ------ -- ------------------------------ In -Wall -'I -- allData I=: In -Wall -',numbing', ❑ Attic Dry Pipe 0 In -Wall Bbckirg 0 Drywall & Fire Tape Attic ---------- - ----------------- : O ON Rough - Mechanical O OH Rough - Electrical 0 In -Wall Inspections ❑ Walllnsulatioh ❑ Hang Drywall -------- --- ---- ---------''-------- -- 0 OH RoU g Plumbing I= Duct Insulation W' Early Tape/FbaVPlywood/Paint TELEI O OH Rough - Fire Sprinkler O Piping Insulation - ------- ❑ LV & FA p-- --------------- ------- Cable Pulls I I I DI Swdchgear (Set&Build) I ❑ Frame Hardlid Ceilings & Furrflowns Layout MEP Drops @ Hardlkts I MEP Harolid Inspections - Ha --------- 'Hang_________________________ ------- - tdlid Ceilings En Install Ceiling Grid 4 Tape/Floattist Coat Ceilings O Pull Electrical Wire 0 MEP Ceiling trimout -pCT ---------- --- - 0 MEP - ---- ---- -M '--------------------- Trim-0ut;Hardlids; I FM Hydro Test 0 MEP OH Inspections 0 :Start-up Mach Equipment b Drop Ceiling Tiles: V Conditioned Air O Tape/Float/lst Coat Drywall O Install Tile Flooring ❑ MEP WWII Trim -out ❑ Millwork Install Install Roorirl ❑ Interior Glazing 0 'Install WaII Protection ❑ Doors & Hbndware Irstall ❑ ,Pre-aeari - B --I --------,I - - - -------- Plumbing F#ureb 0 Install We l Base Q Place Kitchen Equipment 10 Spedalkies Install Real Paint : TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Activity ID I Activity Name Original Start Finish Duration I I INT431580 MEP Connections to Kitchen Equipment 8 10-Apr-24 19-Apr-24 INT4&1540 Interior Signage 2 17-Apr-24 18-Apr-24 INT43172D Pre -Punch List 3 22-Apr-24 24-Apr-24 INT4&1390 Final Trade Inspections 3 22-Apr-24 24-Apr-24 INT431800 Work Off Pre -Punch 5 25-Apr-24 01-May-24 INT-GI230 Attic Dry Pipe r ec 5 16-Wo 23 r r 22-14ov-23 INT-G1350 In -Wall - Electical&Data 10 30-%23 13-Deo-23 INT-G1360 In -Wall - Plumbing 8 30-Wo 23 11-Deo-23 INT-G1270 Drywall & Fire Tape Attic 8 05-Deo-23 14-Deo-23 INT-G1370 In -Wall Blocking 6 07-Deo-23 14-Deo-23 INT-G1560 OH Rough - Mechanical 10 15-Deo-23 03Jan-24 INT-G1540 OH Rough - Electrical 8 15-Deo-23 29-Deo-23 INT-G1380 In -Wall Inspections 3 15-Deo-23 19-Deo-23 INT-G1680 We II In sdation 5 20-Deo-23 29-Deo-23 INT-G1330 Hang Drywall 5 02Jan-24 08Jan-24 INT-G1620 Pull Electrical Wire 15 02Jan-24 23Jan-24 INT�C.l 570 OH Rough - Plumbing 10 04Jan-24 18Jan-24 INT-G1280 Dud Insulation 10 04Jan-24 18Jan-24 INT-D2090 Early Tape/ FIcaVRywood/Pa int TELE 5 09Jan-24 16Jan-24 INT-G1550 OH Rough - Fire Sprinkler 7 19Jan-24 29Jan-24 INT-G1580 Piping Insulation 7 19Jan-24 29Jan-24 INT-G1460 LV & FA Cable Pulls 5 26Jan-24 01-Feb-24 INT-G1320 Frame Hardlid Ceilings & Fundowns 5 02-Feb-24 08-Feb-24 INT-G1650 Start-up Mach Equipment 3 02-Feb-24 06-Feb-24 INT-G1450 Layout MEP Drops @ Hardlids 2 07-Feb-24 08-Feb-24 INT-G1480 MEP Hardlid Inspections 1 09-Feb-24 09-Feb-24 INT-G1340 Hang Hardlid Ceilings 4 12-Feb-24 15-Feb-24 INT-G1390 Install Ceiling Grid 5 14-Feb-24 21-Feb-24 INT-G1660 Tape/Roat/1st Coat Ceilings 7 16-Feb-24 27-Feb-24 INT-G1470 MEP Ceiling Trimput -ACT 5 22-Feb-24 28-Feb-24 INT-Cl 240 Conditioned Ar 1 26-Feb-24 26-Feb-24 INT-G1670 Tape/Roat/1st Coat Drywall 9 27-Feb-24 08-Mar-24 INT-G1500 MEP Trim -Out - Hardlids 4 28-Feb-24 04-Mar-24 INT-G1630 Set Shower Pans 6 28-Feb-24 06-Mar-24 INT-G1310 FM Hydro Test 1 29-Feb-24 29-Feb-24 INT-G1490 MEP OH Inspections 2 29-Feb-24 01-Mar-24 INT-G1260 Drop Ceiling Tiles 5 04-Mar-24 08-Mar-24 INT-G1510 MEP Wall Trimort 7 11-Mar-24 19-Mar-24 INT-G1430 Interior Glazing 5 11-Mar-24 15-Mar-24 INT-G1530 Nurse Station Slat Install 5 11-Mar-24 15-Mar-24 INT-G1520 Millwork Install 8 18-Mar-24 27-Mar-24 INT-G1400 Install Roofing 7 18-Mar-24 26-Mar-24 INT-G1420 Install Wall Pioteclon 10 18-Mar-24 01-Apr-24 INT-G1250 Doors & Hardware Install 5 27-Mar-24 03-Apr-24 INT-G1600 Pre -Clean - C 6 27-Mar-24 04-Apr-24 INT-G1590 Plumbing Fbdures 5 02-Apr-24 08-Apr-24 INT-G1410 Install Wall Base 4 02-Apr-24 05-Apr-24 INT-G1640 Specialities Install 5 09-Apr-24 15-Apr-24 INTIC.l 300 INT-G1290 INT-G1610 Final Trade Inspections Final Paint Pre -Punch List 5 09-Apr-24 10 16-Apr-24 3 30-Apr-24 15-Apr-24 29-Apr-24 02-May-24 �l Actual Work Critical Remaining W... �l Remaining Work ♦ ♦ Milestone WBS Grouped 30-May-23 09:45 A M J J (I A S O N D II J F M A M J J A S )10111213101112I2�0111112I0101112131111212�111112101112 210111112�0111112131a11212�a11112�1111121�01112 2011112I01011123 01122�0)11112IO10111z O Connections to: then �qurpment j 1 InIterior Signage 0 :Pre -Punch List 0 jFinal Tract? Inspectipns ❑ Work Off Pre-Puddh 09-May-24, Segment C ❑ Attic Dry Pipe b In-Wall-9eclrical&Data p In-Well-Rurnhing - --------- 4-------- -� Drywall & Fire Tape --- --------- ; ------- Attic j El In -Wall Blocking l� OH Rough - Mechanical I= I OH Rough -Electrical ❑ In -Wall Inspections ------- ---- -------- -------- --------- ------- Wall Insulation ❑ Hang, Drywall O Pull Electrical Wire 0 OH Rough, Plumbing O Duct Insulat'bn ---------- --- --- - - - - ---- - - - - ----- - - ---- - - - - -- - ❑ Ea'rty Tape/F T I I I I I loaURywdod/PaintTELE I I= OH Rough - Fire Sprinkler I=' Piping Insulation ❑ LV & FACable Polls !0 Frame Hardlid'Ceilings 4 Furrdowd - --------- - ❑ Start, ____,___________________________ --------------- ------- I I I I I 'up Mach Equipment I 1 Layqut MEP Drops @ F- rdlids I MEP Hardlid Inspectiond Hang Hardlid Ceilings ■ Install Ceiling Grid --------'I Tape/FldaUlst CoM Ceilings: ■', MEP Ceiling Trimput-ACT: V Conditioned Air 1110 Tape/Float/1stCoat Drywall III] MEPYrim-Out-Hardlids Set Shower Pan s I FM Hydro Test 0 MEP OH Inspectibns ❑ Drop (Ceiling Tilts E3 MEP Wall Trinrout ---------- --- - ❑ Interior------ -------- --------- ------- : ________,, ________, _______ --------- Glazing ❑ Nurse Statiop Slat Inst$ll O Millwork Install ❑ Install Flogdng Q Install Wadi Pmtedtion ---------- --- ------------- ❑ Doors & Hardware Install I❑ Plumbing Fbduhas I❑ Install:Wall Base ❑ Specialities Install - --------- - ------ ------- ❑ Final Trade Inspections I=; Final Paint 0 Pre -Punch List Page 6 of 11 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Activity ID I AcMy Name I Original I Start I Finish INi-G1440 INi-G1690 INT4M 610 Interior Signage Work Off Pre -Punch Attic Dry Pipe 3 30-Apr-24 5 03-May-24 of r 5 30-Nov-23 02-May-24 09-May-24 r 06-Deo-23 INT-D4740 h-Wall - Plumbing 8 12-Dec23 21-Dec-23 INT-D-1730 In -Wall - Electrical & Data 10 14-Deo-23 02Jan-24 INT-D-1650 Drywall & Fire Tape Attic 8 15-Deo-23 29-Deo-23 INT-D4750 In -Wall Blocking 6 21-Deo-23 03Jan-24 INi-01940 OH Rough - Mechanical 10 04Jan-24 18Jan-24 INi-D-192D OH Rough - Electrical 8 04Jan-24 16Jan-24 INi-01760 In -Wall Inspections 3 04Jan-24 08Jan-24 INi-D2060 Wa Il In station 5 09Jan-24 16Jan-24 INi-01710 Hang Drywall 5 17Jan-24 23Jan-24 INi-D2000 Pull Electrical Wire 15 17Jan-24 06-Feb-24 INi-01950 OH Rough - Plumbing 10 19Jan-24 01-Feb-24 INi-01660 Dud Insulation 10 19Jan-24 01-Feb-24 INi-D2080 Early Tape/ FIwVRywood/Paint TELE 5 24Jan-24 30Jan-24 INi-01930 OH Rough - Fine Sprinkler 7 02-Feb-24 12-Feb-24 INT-D4960 Piping Insulation 7 02-Feb-24 12-Feb-24 INT-D-1840 LV & FA Cable Pulls 5 09-Feb-24 15-Feb-24 INT-D4 700 Frame Hardlid Ceilings & FurNowns 5 16-F-eb-24 23-Feb-24 INT-62030 Start-up Mech Equipment 3 16-Feb-24 21-Feb-24 INi-D-1830 Layout MEP Drops @ Hardlids 2 22-Feb-24 23-Feb-24 INi-01860 MEP Hardlid Inspections 1 26-Feb-24 26-Feb-24 INi-01620 Conditioned Air 1 26-Feb-24 26-Feb-24 INi-D2050 Tape/RoaVlst Coat Drywall 9 27-Feb-24 08-Mar-24 INi-01720 Hang Hardlid Ceilings 4 27-Feb-24 01-Mar-24 INT-D-1770 Install Ceiling Grid 5 29-Feb-24 06-Mar-24 INT-62040 Tape/RoaV1st Coat Ceilings 7 04-Mar-24 12-Mar-24 INT-D4850 MEP Ceiling Trim -out -ACT 5 07-Mar-24 13-Mar-24 INT-D-1890 MEP Wall Tdrrror3 7 11-Mar-24 19-Mar-24 INi-D-1810 Interior Glazing 5 11-Mar-24 15-Mar-24 INi-D-1880 MEP Trim -Out - Hardlids 4 13-Mar-24 18-Mar-24 INi-02010 Set Shower Pans 6 13-Mar-24 20-Mar-24 INT-D1910 Nurse Station Slat Install 5 13-Mar-24 19-Mar-24 INi-01690 FM Hydro Test 1 14-Mar-24 14-Mar-24 INi-01870 MEP OH Inspections 2 14-Mar-24 15-Mar-24 INT-D1640 Drop Ceiling Tiles 5 18-Mar-24 22-Mar-24 INi-01800 Install Well Poteclion 10 19-Mar-24 02-Apr-24 INi-D-1900 Millwork Install 8 20-Mar-24 01-Apr-24 INT-D4780 Install Flooring 7 27-Mar-24 05-Apr-24 INT-D-1630 Doors & Hardware Install 5 08-Apr-24 12-Apr-24 INT-D4970 Plumbing FDdures 5 08-Apr-24 12-Apr-24 INi-01790 Install Well Base 4 08-Apr-24 11-Apr-24 INi-D-1980 Pre -Clean - D 6 08-Apr-24 15-Apr-24 INi-02020 Specialities Install 5 15-Apr-24 19-Apr-24 INi-D-1680 INT-D-1670 INT-D-1990 INi-D-1820 INi-02070 Final Trade Inspections Final Paint Pre -Punch List Interior Signage Work Off Pre -Punch 5 15-Apr-24 10 22-Apr-24 3 06-May-24 3 06-May-24 5 09-May-24 19-Apr-24 03-May-24 08-May-24 08-May-24 15-May-24 Actual Work Critical Remaining W... O Remaining Work ♦ ♦ Milestone WBS Grouped 30-May-23 09:45 A M J J (I A Ij S O N D (III J F M A (JJ,, I M J J A S t101112I310111212�0111112I0101112�310111212� 111112 0101112 210111112� 11112131JJ1212�0111112� 111112I3101112I210t111I2�)01112+310111212� 01111121010111Z �0 Inten/or ignage i Work Off Pre?uncl 15Vay-24, Segment D N Attic Dry Pipe O In -Wall - Ru rrbi ng In -Wall '- 9e ckical & Data Drywall & Fire Tape Attic In-Wall',Bbclarg------- O OH Pough Mechanical D OH Rough -',Electrical ❑ In -Wall Inspections 0 MIl Instatibn I I I I I ❑ Hang Dryyvall O Pull Electrical Wire O OH Rough - Plumbing Q Dud Insulation ❑I Eady Tape/RmVRywood/Paint TELEI -. ------ ---- ----.I ------ ---I,O OH, Rough -Fie Sprinkler I I I I Piping Insulation ❑ LV & FACahle Pulls O ';Frame Hardlid Ceilings & Furroowns ❑ Start-up Mech Equipment ---------'--------'-------- --- - --- -- - 0 P M Dmps6 Hardlidg j 1' MEP Hardlid Inspedions Conditioned Air Q Tapel,FloaV1 st Coat Drywall 0 Hang Hardlid Ceilings _______•I _______ l7 InstaltGailing GO O Tape/Roat/1st Coat Ceilings ❑ MEP Ceiling - irimout -ACT MEP Wall Yrim-out ■ Int&rior Glazihg _ _ _ __ ________ ________ ________ I__________ ❑ M�P Trim- iut - HardlOs ❑ Set Show& Pans ; ❑ Nrrse Station Slat Install I FM', Hydro TO I M�P OH Inspections j ---------- --- - ------------- ________I - _____O--Drop Ceiling Tiles 0 Install Wall PioteClon E=1 Millwork Install O InstalLRooring ❑ Dogrs & Hardware Install - ------- - --------- --------- --------- ------- _......-,.- 0 Plumbing FDdUres 0 Instill Wall Base ❑ Pre -dean - d ❑ Specialities'Install ❑ FInal Trade: nspectionis __________________ _______ '� O Final Paint I 0 Pre -Punch List: Interior Signage ■ Wdrk Off Pr&Punch �2-May-24. Segmegt E Page 7 of 11 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Activity IU Ac[Mty Name Unginal Start hlnlsh Duration INT-E1800 Attic Dry Pipe 5 30-Wo 23 06-Dec-23 INi-E1930 h-Wall-Plumbing 5 06-Deo-23 12-Deo-23 INT-E1929 In -Wall - Bechical&Data 7 08-Dao-23 18-Dec-23 INi-E1940 In -Wall Bbcldrg 3 15-Dec23 19-Deo-23 INT-E1950 I ll Inspections 2 20-Dao-23 21-Dec-23 INi-E2250 Wall Insulation 5 27-Deo-23 03Jan-24 INT-E1840 Drywall & Pre Tape Attic 5 02Jan-24 08Jan-24 INT-E1900 Hang Drywall 5 04Jan-24 10Jan-24 INT-E2130 OH Rough - Mechanical 7 29Jan-24 06-Feb-24 INT-E2110 OH Rough - Electrical 8 30Jan-24 08-Feb-24 INT-E2140 OH Rough - Plumbing 7 07-Feb-24 15-Feb-24 INT-E1850 Dud Insulation 8 07-Feb-24 16-Feb-24 INTZ-2190 Pull Electrical Wire 10 09-Feb-24 23-Feb-24 INT-E2120 OH Rough - Pre Sprinlder 6 16-Feb-24 26-Feb-24 INT-E2150 Piping Insulation 6 16-Feb-24 26-Feb-24 INT-E2030 LV & FA Cable Pulls 5 26-Feb-24 01-Mar-24 INT-E1890 Frame Hardlid Ceilings & Fundowns 5 04-Mar-24 08-Mar-24 INi-E2220 Start-up Mach Equipment 3 04-Mar-24 06-Mar-24 INT-E2020 Layout MEP Drops @ Hardlids 2 07-Mar-24 08-Mar-24 INi-E1810 Conditioned Air 1 07-Mar-24 07-Mar-24 INT-E2240 Tape/FloaU1st Coat Drywall 7 08-Mar-24 18-Mar-24 INi-E2050 MEP Hardlid Inspections 1 11-Mar-24 11-Mar-24 INT-E1910 Hang Hardlid Ceilings 4 12-Mar-24 15-Mar-24 INi-E1960 Install Ceiling Grid 3 14-Mar-24 18-Mar-24 INi-E2230 Tape/Roattlst Coat Ceilings 7 18-Mar-24 26-Mar-24 INT-E2040 MEP Ceiling Trim -out -ACT 5 19-Mar-24 25-Mar-24 INi-E2080 MEP Wall THm-out 7 19-Mar-24 27-Mar-24 INT-E2000 Interior Glazing 5 19-Mar-24 25-Mar-24 INi-E1880 FM Hydro Test 1 26-Mar-24 26-Mar-24 INT-E2060 MEP OH Inspections 2 26-Mar-24 27-Mar-24 INi-E2070 MEP Trim -Out - Hardlids 4 27-Mar-24 02-Apr-24 INT-E2200 Set Shower Pans 5 27-Mar-24 03-Apr-24 INi-E2100 Nurse Station Slat Install 5 27-Mar-24 03-Apr-24 INi-E1830 Drop Ceiling Tiles 5 28-Mar-24 04-Apr-24 INT-E1990 Install Wall Poteclion 10 03-Apr-24 16-Apr-24 INi-E2090 Millwork Install 5 04-Apr-24 10-Apr-24 INT-E1970 Install Flooring 5 08-Apr-24 12-Apr-24 INi-E1820 Doors & Hardware Install 5 15-Apr-24 19-Apr-24 INT-E2170 Pre -Clean -E 6 15-Apr-24 22-Apr-24 INTZ-2160 Plumbing Rdures 5 17-Apr-24 23-Apr-24 INT-E1980 Install Wall Base 4 17-Apr-24 22-Apr-24 INi-E2210 Specialities Install 5 24-Apr-24 30-Apr-24 INi-E1870 Final Trade Inspections 5 24-Apr-24 30-Apr-24 INT-E1860 Final Paint 8 01-May-24 10-May-24 INTZ-2180 Pre -Punch List 3 13-May-24 15-May-24 INi-E2010 Interior Signage 3 13-May-24 15-May-24 INT-E2260 Work Off Pre-Pu nch 5 16-May-24 22-May-24 INi-F41520 Attic Dry Pipe 5 17-Nov-23 27-Nov-23 INT-A� 640 In -Wall -Elec4ical&Data 8 28-%23 07-Deo-23 INT-X 650 In -Wall - Plumbing 5 29-Wo 23 05-Dec-23 INT-h1660 In -Wall Bbcldrg 4 05-Deo-23 08-Deo-23 INT-Al 670 In -Wall Inspections 3 11-Dec23 13-Dec-23 WBS Grouped 30-May-23 09:45 �31aH2125aS 1U2�2N U 3OH 1101 AA213101M 2I2501J112101aJ11212111I2Y1212�131 11aI1112I0101112�3101I2I21111200111�)1011111e 5M �16 Ac Jp❑ In -Wall -Plumbing 0 In:Wall - Bedhical & Data ❑ In�Wall Blocking 1 In -Wall Inspections I I I ❑ Walllnsdation ■ Drywall & Fire Tape Attic! ❑ Hang Drywall 00 OH F ough - Mechanical i OH Plough - Eactrical Rough - - -- - - - - %_ ■ O W -'___________________________________________ IPlumbingl Dyct Insulation MIPull Electrical Wire OH Rough - Fire Sprinlder Piping Insulation LV&FA Ca__________________________________________________ ble Pulls I I I I ■ Frame Hardlid Ceilings & Furrdownls Start-up Mach Equipment 1 Layojtt MEP Dfops @ Hardlids 1 Conditioned Pie I _-------- _-------- _-------- 0 Tit pe/FloaU1st Coat Drywall ; MEP Hardlid Inspections Hahg Hardlid Ceilings ❑ Install Ceiling Grid -----*--------'--------*-------- *-------- �-------- ■ Ta a/FIo�Ulst Coat Ceilings: _______ P 9 ❑ ',MEP Ceiling TrimoUt-ACT =1 MEP WAI Trim -out: ❑ Interior Glazing FM Hydrq Tea 1 MEP OH Inspections O I T} I I I I I I MEP m-0ut-Wandlids I 10 Set Shower Pans ❑ Nurse Station Slit Install Drop ceiling Tile; IIIIIIIIIN Install Wall Rotection I ■ Millwork Install; E Install Flooring ❑ Doors & Hardware Install ❑ hre-Clean:E ■ Plumbing Fixtures -- - ----------*--------*-------- --- - - - --`--- ❑ D,stall Wall; Base 10 Specialities Install' ❑ Final Trade Inspections I■ Final Paint 1 Prd-Punch List ---- ---- --- ------- ---- ---- --- 1 Interior Signage ■ Work Off Flre-Pu ndrl 17.May-24, Segment O Attic Dry Pipe In -Wall - Beckical & DAa; - ---------'--------'-----------------------Wall, _-------`9-------- `--------'-------- -------- ------------------ ------- Q In -Well -Plumbing 0 In -Wall Bbcldrg 1 In -Wall inspections Actual Work Critical Remaining W... I Page 8 of 11 I TASK filter: Not Completed. O Remaining Work ♦ ♦ Milestone © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Activity ID I Activity Name INT-41970 Wall Insdation INT-h1620 Hang Dywall INT-41560 Drywall & Fire Tape Attic INT-h1860 OH Rough - Mechanical INT-41840 OH Rough - Electrical INT-h1870 OH Rough - Plumbing INT-41570 Dud Insulation INT-4192D Pull Electrical Wire INT-h1850 OH Rough - Fire Sprinkler INT-41880 Piping Insulation INT-h1770 LV & FA Cable Pulls INT-41610 Frame Hardlid Ceilings & Fundowns INT-h1940 Start-up Mach Equipment INT-41760 Layout MEP Drops @ Hardlids INT-h1530 Conditioned Air INT-41960 Tape/FloaU1st Coat Drywall INT-41790 MEP Hardlid Inspections INT-h1630 Hang Hardlid Ceilings INT-41680 Install Ceiling Grid INT-h1730 Install Wood Ceiling in Lobby INT-4195D Tape/FloaU1st Coat Ceilings INT-h1820 MEP Wall Trim -out INT-41830 Millwork Install INT-h1740 Interior Glazing INT-h1780 MEP Ceiling Trimout -ACT INT-41810 MEP Trim -Out - Hanllids INT-A1720 Install Wall Protection INT-41700 Install Tile Flooding INT-h1600 FM Hydro Test INT-41800 MEP OH Inspections INT-h1550 Drop Ceiling Tiles INT-41690 Install Flooring INT-A1930 Specialities Install INT-A1540 Doors & Hardware Install INT-41890 Plumbing Fixtures INT-h1710 Install Wall Base INT-41900 Pm -Clean - A INT-h1580 Final Paint INT-41590 Final Trade Inspections INT-h1910 Pm -Punch List INT-4175D Interior Signage INT-A1980 Work Off Pre -Punch Site Improvements SI-1010 Exterior Signage SI-1000 Exterior Fencing SI-1060 Site Lighting UG Rough SI-1070 Stdping Pour LP1040 orm/Rebar#1 Lipal Start Duration 5 14-Dec23 5 21-D1eo-23 6 09Jan-24 7 18Jan-24 8 18Jan-24 6 29Jan-24 7 29Jan-24 10 30Jan-24 71 06-Feb-24 6 5 5 3 2 1 9 1 3 8 7 7 10 3 5 4 3 6 1 2 5 4 5 5 5 4 06-Feb-24 13-Feb-24 21-Feb-24 21-Feb-24 26-Feb-24 26-Feb-24 27-Feb-24 28-Feb-24 29-Feb-24 04-Mar-24 04-Mar-24 05-Mar-24 11-Mar-24 11-Mar-24 11-Mar-24 13-Mar-24 14-Mar-24 14-Mar-24 15-Mar-24 20-Mar-24 20-Mar-24 22-Mar-24 15-Apr-24 19-Apr-24 19-Apr-24 19-Apr-24 19-Apr-24 19-Apr-24 26-Apr-24 26-Apr-24 08-May-24 08-May-24 13-May-24 helrsh 20-Dec23 02Jan-24 17Jan-24 26Jan-24 29Jan-24 05-Feb-24 06-Feb-24 12-Feb-24 14-Feb-24 13-Feb-24 20-Feb-24 27-Feb-24 23-Feb-24 27-Feb-24 26-Feb-24 08-Mar-24 28-Feb-24 04-Mar-24 12-Mar-24 13-Mar-24 13-Mar-24 19-Mar-24 22-Mar-24 13-Mar-24 19-Mar-24 19-Mar-24 18-Mar-24 22-Mar-24 20-Mar-24 21-Mar-24 28-Mar-24 18-Apr-24 25-Apr-24 25-Apr-24 25-Apr-24 24-Apr-24 26-Apr-24 07-May-24 02-May-24 10-May-24 10-May-24 17-May-24 8 15-Apr-24 •24-Apr-24 8 28-May-24 06Jun-24 15 15-Aug-23 05Sep-23 5 17-Nov-23 27-Nov-23 13 29-Aug-23 15Sep-23 8 29-Aug-23 08Sep-23 4 11Sep-23 114Sep-23 WBS Grouped I 30-May-23 09:45 A M J J A S U N D J II\\ h M A (J M J J A S )101112I3IOI1I2I25011l 112I0l a 112�3�a 11212511 1121101112�2101111125011 1I2 3 1I2 2JI ll 1125 11I112I310111212101 Ml1 10�0� 1�2�3�0 1 2 2�0� 1� 1� 210, 01 11 ` ��n sula�lron 4 Hang Drywall M Drywall& File Tape Attic 0 OH Rough - Mechanical OI OH Rough - Elect ical ❑ OH Rough - Plumbing Q Duct I I I I IOInsulation' _--------- _-------- _________;________;_ ___----__-------- ,_____, __________________________________--------- ------- Pull ElectricalWire I O OH Rough - rire Sprinter ❑ Piping Insulation ❑ W & FACoble Pulls: ❑ Frame Hardlid Ceilings & Fu0owns -------- _________;---------- _----------------- ------------------ r---------------------------- 0 Start-up Mach Equipment 1 Layout MEP Dropg @ Hardlips V Conditioned Air i 1ape/FIoaU1 st Goat Drywall I� MEP Hardlid hspedions ❑ Hang Flardlid Ceilings ❑ Install Ceiling Odd O Install Wood Ceiling in Lobby 0 Tape/Float/14t Coat callings ED MEP Wall Trim -out ----------------_________--------- ;________;________;________;_ - _______llwork �, �, �I I I I I ���������, ��������, �I --O MiInstall I I I I 0 Interior Glaarig ❑ MEP Ceilin0dmout.ACT ❑ MEPTdm-put-Hardlids ❑ Install Wall Protection ------------------------------------I'------------------------ ------------------------- -----, --------�, --------�, --------�,I I I I --------�, --------, -------��, ----- hstall Tle Fbodng : I� FM Hydro test 1 MEP OH Idspections: ❑ Drop Celing Tiles ❑ Install noodhg _______________________________________ _ __,---_-______;-__-_--___________ ------- _____ ________, ________, ________, ________,________ _______,________,-----❑ ___-;- ;Spec ---Ries Install ❑ jDoors & Hardware Install ❑ :Plumbing: Fixtures ❑ :Install Wall Base ❑ : Pre -Clean -A O Final Paint Final Trade Inspections 0 Pre -Punch List 0 Interior Signage ❑ Work Off Pme Pu nch 06Juh-24, SWImprovements :Exterior Signage Q Exterior Fencing 274Jov-23, HardsNapes & Lighting O Site Lighting UG Rough e : Striping �!I 03-W 23, Loop: Road Paling VW-/ 15Sep-23, flour#1 j I M Lime;#1 - ---- --- - ------------- --- ---- ---- --- ■ orm/Rebar#1 - - - - Actual Work Critical Remaining W... Page 9 of 11 TASK filter: Not Completed. O Remaining Work ♦ ♦ Milestone © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Lginal /Activity ID Activlty Name Start hlnlsn Duration LP1060 I Pour#1 1 15-Sep-23 15Sep-23 Par 15 30-Aug-23 �OSep-23 LP1010 Lime #2 4 30-Aug-23 05Sep-23 LP1070 Form/Rebar#2 3 15-Sep-23 19Sep-23 LP1080 Pour#2 1 20-Sep-23 20Sep-23 Pour Mr 17 31-Aug-23 25Sep-23 06Sep-23 LP1020 Lime#3 4 31-Aug-23 LP1090 Fonn/Mbar#3 3 20-Sep-23 22Sep-23 LP1100 Pour#3 1 25-Sep-23 25Sep-23 LP1030 Lime #4 4 01-Sep-23 07Sep-Sep LP1110 Fonn/Rebar#4 3 25-Sep-23 I 27Sep-23 LP1120 Pour#4 1 28-Sep-23 28Sep-23 Pour#50%14 14-Sep-23 -Cct-23 LP1050 Lime #5 4 14-Sep-23 19Sep-23 LP1130 Form/Rebar#5 3 28-Sep-23 02-Oct-23 LP1140 Pour#5 1 03-Oct-23 03-Oct-23 30-Oct-23 24-Oct-23 Lime #6 4 19-Oct-23 FtLP�2000 LP2010 Form/Rebar#6 3 25-Oct-23 27-Oct-23 LP2030 Pour#6 1 30-Oct-23 30-0ct-23 Pour#7 8 25-Oct-23 103-Nov-23 LP2020 Lime #7 4 25-Oct-23 LP2040 Form/Rebar#7 3 31-Oct-23 F316-Cct-23 -Nov-23 LP2060 Pour#7 103-Nov-23 -Nov-23 Pour#8 1 8 31-Oct-23 109-Nov-23 03-Nov-23 LP2050 Lime#8 4 31-Oct-23 LP2070 Fonn/Rebar#8 3 06-Nov-23 08-Nov-23 LP2090 Pour#8 1 09-Nov-23 09-Nov-23 - v-2 %o 23 #9 4 06-Nov-23 09-Nov-23 7080me /Pebar#9 3 13-Nov-23 15-Nov-23 #9 1 16-Nov-23 16-Nov-23 SI-1020 Irrigation 20 17-Nov-23 18-Dec-23 SI-1030 Landscaping 30 15-Apr-24 24-May-24 Commissioning/ Inspections/ DFE 117 22-Feb-24 08-Aug-24 cX-1010 80%-TDSHS Inspection 0 22-Feb-24 CX-1120 Point to Point Controls - Segment B 6 26-Mar-24 03-Apr-24 CX-1130 Point to Point Controls - Segment C 6 05-Apr-24 12-Apr-24 CX-1140 Point to Point Controls - Segment D 6 16-Apr-24 23-Apr-24 CX-1150 Point to Point Controls - Segment E 6 23-Apr-24 30-Apr-24 CX-1110 Point to Point Controls - Segment A 6 29-Apr-24 06-May-24 CX-1160 Preliminary TAB Report 10 07-May-24 20-May-24 CX-1050 Final TAB Report 10 21-May-24 04Jun-24 CX-1040 Final dean 4 23-May-24 29-May-24 CX-1060 Fire Aarm Pre -Testing 5 30-May-24 05Jun-24 CX-1080 Health Inspection - Kitchen 5 30-May-24 05Jun-24 CX-1070 Fire Marshal Inspections 4 06Jun-24 11Jun-24 CX-1170 TOO 5 12Jun-24 18Jun-24 CX-1020 Commissioning -3rd Party Agent 10 12Jun-24 26Jun-24 CX-1030 COO 3 05-Aug-24 07-Aug-24 CX-1000 100 % - TDSHS Inspection 1 08-Aug-24 08-Aug-24 WBS Grouped I 30-May-23 09:45 A M J J A S U N U J h M H M J J A S U� 111�250� 11112�31W 11212� a1� 1125 a11112I3101112�21011 'I 01112I31011I2I25011I 112I 01 a112�3�W 112125011I 1I21 0oiur 1 1�2I0�0�1�2�3�0 1 2 2�0�1�1�210, 0111 Z 1112�21 �/p2bSep-23: Pour#2 1 Lime #2 ❑ FbmJRebah#2 - -- - ------------------------------�- Pour#2 ----------------------------------------- T—mill":25-Sep-20, Pour 0 Lime 03 0 Fomn/Reb9r#3 Pour #3 '- - -----�-------�-------�-------�I r� 28Sep-23. Pour#4 - - - - - '- - ----------------------------'-------- ---------------------- 0 Form/Rebar #4 ^03-Oct 23, Pour�k5 - --------'---------'- -'-- -------'--------_ _ ------'--------- ---------- - j E Lime#5 `--------`------------------------------------ ------- ❑ Form/Rebar#5 :I Pour#5 T/ 16-Nov-23, Parking Lot & Sidewalks O#ct-Q3, Pour#¢ -------�I _ r�L m30e- I I I ,I I I I I I,_________,_________,_________,_________________❑ I 0 Form/Rebar #6 II Pour#6 Pr!I 0344oy-23, Pour;#7 110; Lime #7 L ___-__.________ _ _______ _________________ - - - - ------p Form/Rebar#7 ________ ________ ________ __________________ _______ :I PourO 094v-23, Pour #8 0 Lime 48 0 FomyRebar #& ��I ��I L l - - - - - - - - - -- ------ I------- ----�� ------ -------�------�I - - - -------------------------------Pour#8------� '-------- -------�I ------------------------------------------- �I �I Ir/ 1fi-Nov-23, Pour#9 0 Lime #9 1 Fofm/Rebar#9 Pdur #9 -----,--------,--------,--------,�--------------------------------� ------------- ---------------- Z4-May-24, Landscaping InIgation Landscaping 08-Aug-24, C. ♦ 00%- TD$HS lnspeFtion --------------'--------'----------------------------------------;------------------------ ------------------------------------------------- 0 Point tb Point Cdntmis - Segment B: ❑ Point to Point: Controls ,Segment C ❑ point to Point Controls - Segment D ❑ Point to: Point Controls - Segment E I- I� Point jo Point Ctontrols- $egmentgI - - -------- -o ----------------------------- P.Wiminaq!TAB Repbrt En Final TAB Report ■: Final pean ■ Fire Alarm Pr 76sting 01 Health Inspectign - Kitchen ■ FirelMarshal Hsped'ans ■ Tbo 10 Commissioning - 3rd PartyF 1 COO I 100/p-TDSH Actual Work Critical Remaining W... Page 10 of 11 TASK filter: Not Completed. Remaining Work ♦ ♦ Milestone I © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA-MHW-Alliance Baseline (Final) Actmty IL) I Actroty Name Owner Activities & Milestones CX4000 IDF/MDF Readiness Date CX4010 IDF/MDF Buildout CX4020 Nurse Call Tenn inations 0(4030 AN System Terminations CX4040 Wireless Survey HCA T&S 0(4050 OCFI Delivery & install 0(4060 Owner Punch List CX4070 Owner Furniture & Equipment Actual Work Critical Remaining W... 0 Remaining Work ♦ ♦ Milestone WBS Grouped I 30-May-23 09:45 LinalStart rinlsn 012130h1220112j0NNJ12(J310� 11 11 11112 01112�2101 I112)0111112310�11212, I I �L� J A S Duration) pl I I I I I I I I I I I "I I I 1 1 2 1 1 2 0 1 2 2 0 1 1 2 0 0 1 2 3 0 1 2 2 0 1 1 2 0 6 1091 26-Feb-24 101-Aug-z4 1 I 01-Aug}24. O.wr 0 26-Feb-24IDF/MDF Readiness Date 20 27-Feb-24 25-Mar-24 :IDF/MDF Buildout 30 28-Mar-24 09-May-24� Nu r Call Telrq inations j 21 28-Mar-24 26-Apr-24 O AN System Terminations ---------*------------------------------ - - ------- 5 26-Apr-24 02-May-24 ----* 0 Wireless Survey HCA T&S; 7 30-May-24 07Jun-24 0 OCFGDelivery$ install 30 07Jun-24 22Jul-24 0 Owner Punch List 30 20Jun-24 01-Aug-24Owner PuumRure Page 11 of 11 TASK filter: Not Completed. © Oracle Corporation DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT I ADDENDUM TO SUBCONTRACT FOR TEXAS PROJECTS In the event the Project for which this Subcontract is being entered is located in Texas, Subcontractor's obligations under the Subcontract shall include the following revisions to the Subcontract which shall be made part of the Subcontract as if fully set forth therein. 1. Article 9(d) of the Subcontract is replaced with the following: (d) INDEMNIFICATION. (d)(1) TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW, SUBCONTRACTOR EXPRESSLY AGREES TO DEFEND (AT SUBCONTRACTOR'S EXPENSE AND WITH COUNSEL ACCEPTABLE TO CONTRACTOR), INDEMNIFY, AND SAVE AND HOLD HARMLESS CONTRACTOR, AND IF REQUIRED BY THE PRIME CONTRACT, THE OWNER, THE ARCHITECT/ENGINEER AND THE OFFICERS, DIRECTORS, SHAREHOLDERS, EMPLOYEES, AGENTS, SUCCESSORS, ASSIGNS, SUBCONTRACTORS, OR SUPPLIERS OF ANY OF THEM (COLLECTIVELY, THE "INDEMNIFIED PARTY(IES)"), FROM AND AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES, CAUSES OF ACTION, DAMAGES, LIABILITIES, AND EXPENSES OF ANY KIND WHATSOEVER, INCLUDING, WITHOUT LIMITATION, ALL EXPENSES OF LITIGATION AND/OR ARBITRATION (AS THE CASE MAY BE), COURT COSTS, ATTORNEYS' FEES AND EXPENSES, FEES AND EXPENSES OF EXPERTS AND CONSULTANTS, ARBITRATOR'S FEES AND ARBITRATION ADMINISTRATIVE FEES (COLLECTIVELY "LOSSES"), ARISING OUT OF OR IN CONNECTION WITH, OR ALLEGED TO ARISE OUT OF OR IN CONNECTION WITH, INJURIES TO OR THE DEATH OF ANY PERSON WHOMSOEVER, CLAIMS FOR DAMAGES FROM ANY THIRD PARTY, OR ANY AND ALL DAMAGES TO PROPERTY (INCLUDING THE LOSS OF USE THEREOF), REGARDLESS OF POSSESSION OR OWNERSHIP, TO THE EXTENT ARISING OUT OF, RESULTING FROM, OR ATTRIBUTABLE TO 1) THE VIOLATION OF ANY ORDINANCE, REGULATION, STATUTE OR OTHER APPLICABLE LAW BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR (OR ANY OF THEIR EMPLOYEES) OF ANY TIER AND/OR (2) BODILY INJURY OR DEATH OF ANY PERSON, OR PROPERTY DAMAGE, INCLUDING LOSS OF USE OF PROPERTY, ANY OF WHICH ARISE OR ARE ALLEGED TO ARISE OUT OF OR IN ANY WAY RELATED TO THIS AGREEMENT OR SUBCONTRACTOR'S PERFORMANCE OF THE WORK OR OTHER ACTIVITIES OF SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR, OF ANY TIER, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY ANY ACT OR OMISSION OF SUBCONTRACTOR, ITS SUB - SUBCONTRACTORS OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY SUB -SUBCONTRACTOR OR ANYONE FOR WHOSE ACTS SUBCONTRACTOR MAY BE LIABLE PROVIDED THAT SUBCONTRACTOR SHALL NOT BE REQUIRED TO INDEMNIFY OR DEFEND AN INDEMNIFIED PARTY TO THE EXTENT SUCH LOSS ARISES FROM ITS OWN NEGLIGENCE EXCEPT AS PROVIDED IN PARAGRAPH'S (d)(2) AND (d)(3). (d)(2) INDEMNITY — EMPLOYEE INJURY CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH (d)(1) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS THE INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES , ARISING OUT OF, RESULTING FROM OR ATTRIBUTABLE TO ANY CLAIM OF BODILY INJURY, SICKNESS, DISEASE OR DEATH OF ANY EMPLOYEE OF SUBCONTRACTOR, ANY SUB -SUBCONTRACTOR OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY SUBCONTRACTOR OR ANY OF ITS SUB -SUBCONTRACTORS, BROUGHT BY SUCH INJURED EMPLOYEE, SAID EMPLOYEE'S SPOUSE OR FAMILY, OR THE EMPLOYEE'S WORKERS COMPENSATION INSURANCE CARRIER (HEREINAFTER REFERRED TO AS AN "EMPLOYEE INJURY CLAIM"), EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF AN INDEMNIFIED PARTY, IT BEING THE EXPRESSED INTENT OF THE CONTRACTOR AND SUBCONTRACTOR THAT, IN SUCH EVENT, THE SUBCONTRACTOR WILL INDEMNIFY, HOLD HARMLESS AND DEFEND THE INDEMNIFIED PARTIES FROM THE CONSEQUENCES OF THEIR OWN NEGLIGENCE, WHETHER IT IS ALLEGED TO BE THE SOLE OR CONCURRING CAUSE OF THE BODILY INJURY, SICKNESS, DISEASE OR DEATH OF THE EMPLOYEE. In claims against any person or entity indemnified under this Paragraph (d)(2) by an employee of the Subcontractor or by such employee's spouse or family, a Sub - subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they may be liable, the indemnification obligation under this Paragraph (d)(2) will not be limited by a limitation on amount or type of damages, compensation or benefits payable by or for the Subcontractor or a Sub -subcontractor under workers' compensation acts, disability benefit acts or other employee benefit acts and shall extend to and include any actions brought by or in the name of any employee of Subcontractor or of any third party to whom Subcontractor may sublet a part of the Work. This liability shall be enforceable SC30 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 against Subcontractor whether Contractor's damage, loss or expense is established by judgment or arbitration or settlement and whether or not Subcontractor participated in such litigation or arbitration or settlement. (d)(3) INDEMNITY — COPYRIGHT INFRINGEMENT CLAIMS. IN ADDITION TO THE INDEMNIFICATION PROVIDED IN PARAGRAPH'S (d)(1) AND (d)(2) ABOVE, SUBCONTRACTOR SHALL INDEMNIFY, DEFEND, AND HOLD HARMLESS INDEMNIFIED PARTIES FROM AND AGAINST ANY LOSSES ARISING OUT OF OR RELATING TO ANY CLAIM AGAINST OWNER OR INDEMNITEES ASSERTING INFRINGEMENT OR ALLEGED INFRINGEMENT OF A PATENT, TRADEMARK, COPYRIGHT OR OTHER INTELLECTUAL PROPERTY RIGHT IN CONNECTION WITH THE INSTRUMENTS OF SERVICE OR OTHER DESIGN DOCUMENTS FURNISHED BY SUBCONTRACTOR OR THROUGH CONTRACTOR OR ITS SUBCONTRACTORS, EVEN TO THE EXTENT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS ALLEGED TO BE CAUSED, IN WHOLE OR IN PART, BY THE SOLE OR CONCURRENT NEGLIGENCE OF THE INDEMNIFIED PARTIES OR ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM. (d)(4) INDEMNITY - LIEN CLAIMS. SUBCONTRACTOR HEREBY AGREES TO FULLY, AND COMPLETELY INDEMNIFY, DEFEND AND HOLD THE INDEMNIFIED PARTIES HARMLESS FROM ALL LOSSES ARISING FROM LIENS, OR CLAIMS OF RIGHT TO ENFORCE LIENS (EACH A "LIEN CLAIM"), AGAINST THE JOBSITE OR THE IMPROVEMENTS TO BE ERECTED THEREON ARISING OUT OF ANY WORK TO BE PERFORMED OR LABOR OR MATERIALS TO BE FURNISHED BY SUBCONTRACTOR AND ITS SUB - SUBCONTRACTORS OF ANY TIER, LABORERS, MECHANICS OR MATERIALMEN PERFORMING WORK UPON OR FURNISHING MATERIALS FOR THE WORK. Neither final payment by Owner or Contractor, nor acceptance of the work shall be deemed to constitute a waiver or release of the foregoing obligation. If any such Lien Claim shall at any time be filed, Subcontractor shall immediately pay such or proceed with discharging or bonding around the lien claim as provided herein and in accordance with Applicable Law. Subcontractor shall deliver to contractor within forty-eight (48) hours of Subcontractor's receipt of copies, or knowledge, of all notices related to the Owner, the Contractor, the Project, this Subcontract or any other filings received by Subcontractor or that are otherwise filed by any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work. Subcontractor shall promptly pay each sub - subcontractor, laborer, mechanic and materialmen, and will keep the work and jobsite free and clear of any and all liens and claims of lien; provided, however, if a lien is filed and if Subcontractor wishes to dispute such lien, Subcontractor shall promptly advise Contractor thereof in writing and file in the county where such lien claim is asserted with a copy to the Contractor, no later than ten (10) days after the filing of such lien claim, a statutory bond in compliance with Chapter 53 of the Texas Property Code in an amount sufficient to cause such lien to be removed as a matter of record. If Subcontractor fails to post such bond within ten (10) days after assertion of the lien, then Contractor shall have the right (but not the obligation) to cause such lien to be removed as a matter of record, through payment, settlement thereof or otherwise, and to deduct the cost thereof, including its attorney fees incurred as a result of such lien claim, from sums otherwise due to Subcontractor under the agreement. (d)(4)(1) Arbitration to Determine Validitv of Lien. Notwithstanding any provision contained herein to the contrary, in the event that Subcontractor or any of any sub -subcontractor of any tier, laborer, mechanic or materialmen performing work upon or furnishing materials for the Work asserts or files a lien or bond claim against the Project, Contractor may initiate an arbitration to determine the validity of such lien or bond claim by providing written notice to the entity or individual asserting the lien or bond claim. Arbitration pursuant to this section shall be limited to determining whether the lien or bond claim is invalid and subject to judicial removal under the Texas Property Code or other Applicable Law, as defined herein. (d)(4)(1)(1) Contractor and Subcontractor shall have three (3) days from the date Contractor provides notice under Section (d)(4)(1) to select an arbitrator. If either Party should fail to timely select an arbitrator, the selection of the Party providing a choice shall so serve. A final hearing to determine the validity of the lien or bond claim shall be held no later than the 20th day after Contractor provides notice as set forth in Section (d)(4)(1). (d)(4)(1)(2) Should the lien or bond claim be found invalid and subject to judicial removal, Contractor may move for confirmation of the arbitrator's award in any court of competent jurisdiction. (d)(4)(1)(3) Subcontractor shall obtain the written consent of all its subcontractors, laborers, vendors or suppliers to participate in the arbitration described above and provide this written consent to Contractor immediately upon demand. (d)(5) Nothing herein shall be construed to require the Subcontractor to indemnify any of the Indemnified Parties for an indemnified claim to the extent caused by or resulting from any Indemnified Party's own negligence unless otherwise permitted under Chapter 151 of the Texas Insurance Code. It is agreed that with respect to any legal limitations now or hereafter SC31 Rev. 1/2/15 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 in effect and affecting the validity and enforceability of the indemnification obligations in this Agreement, such legal limitations are made a part of the indemnification obligations to the minimum extent necessary for this Agreement to conform to the requirements of such limitations, and as so modified, the indemnification obligations shall continue in full force and effect. This indemnification provision is intended to comply with Chapter 151 of the Texas Insurance Code and shall be read as broadly as permitted to satisfy that intent. (d)(6) The provisions of this Article 9(d) shall not be limited in any way by the amount or type of insurance obtained by Contractor, Owner, any other Indemnified Parry, or any of their consultants, contractors, subcontractors or suppliers. In all contracts between Subcontractor, any of its Sub -subcontractors of any tier, or suppliers, Subcontractor shall require such Sub - subcontractor or supplier to indemnify, defend and hold harmless the Indemnified Parties to the same extent that Subcontractor must indemnify, defend and hold harmless the Indemnified Parties pursuant to this Article 9(d). (d)(7) The Subcontractor's indemnification obligations expressly include all costs and expenses of litigation and/or arbitration, court and arbitrator's fees, costs, attorneys' fees, fees of experts and consultants, settlement costs and expenses and all other costs and expenses in connection with the litigation or arbitration, without reimbursement from Contractor, whether or not the claims made for loss, injury, damage or property damage are determined to have merit, and regardless of whether the defense of Contractor is maintained by Contractor or assumed by Subcontractor. Contractor, in its sole discretion and at its sole option, may defend any or all of the indemnified claims or tender to Subcontractor the defense of any or all of the indemnified claims. If Contractor elects to tender defense to Subcontractor, Subcontractor shall be bound and obligated to assume the defense of Contractor in the indemnified claims, including any settlement negotiations arising therefrom. (d)(7)(i) It is understood and agreed by Subcontractor that if Contractor tenders the defense of an indemnified claim to Subcontractor and Subcontractor fails or neglects to assume the defense thereof, Contractor may compromise and settle or defend any such suit or action, and Subcontractor shall be bound and obligated to reimburse Contractor for the amount expended by settling or compromising any such claim, or for the amount expended by Contractor in paying any judgment rendered therein, together with all attorneys' fees and costs of litigation incurred by Contractor. (d)(7)(ii) Neither final payment by Contractor nor acceptance of the Work performed by Subcontractor shall constitute a waiver of the foregoing indemnities and notwithstanding any other provision contained in this Subcontract Agreement, the provisions of this Article 9(d) shall survive the termination, expiration or completion of this Subcontract Agreement. SC32 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT J SITE SPECIFIC SAFETY PLAN SC33 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 V" WHITING -TURNER DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 HCA Behavioral Health Hospital Fort Worth 9000 North Freeway, Fort Worth, TX 76244 Prepared by: Krystal Atcheson-Todd The Whiting -Turner Contracting Company 300 E. Joppa Road Towson, Maryland 21286 1 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 1. Environmental, Health and Safety Policy The elimination of accident/incidents related to Whiting -Turner operations is one of our greatest responsibilities. Morally, legally, and financially, we are compelled to make every reasonable effort to eliminate hazards from our operations and to complete our projects without accident/incidents. We must constantly strive to improve our safety success through the implementation of best practices that will enable us to more effectively identify and mitigate potential hazards. Unless predetermined otherwise, our project superintendent is our job site safety representative, and as such is primarily responsible for maintaining an effective culture of safety excellence. It is vital to our continuing success that all Whiting -Turner operations personnel be constantly vigilant in planning and executing our work in a manner that provides a safe environment for everyone. We must instill this same commitment and attitude toward safety in all workers on all projects! Thank you for all you do every day to maximize our safety success. Timothy J. Regan President © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 2 1 P a g e DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 2. Commitment to Safety Excellence The Whiting -Turner Contracting Company firmly believes that safety is of paramount importance on all its projects. It is widely known that there is a direct correlation between unsafe acts and (a) incidental injury, (b) occupational illness, and (c) property damage. For that reason, Whiting -Turner strives to create a culture of safety excellence through leadership, integrity, collaborative risk assessments and pre- planning strategies that provide tradespersons with the tools to perform their tasks safely and deters unsafe acts. Whiting -Turner's Environmental, Health and Safety Manual will serve as the basis on which the culture of safety excellence will be upheld and improved upon. Maintaining a culture of safety excellence through commitment, communication, and compliance makes more attainable our goals of • zero fatalities; • zero permanent injuries; • zero impact on public personnel or property; • and zero accident/incidents that would adversely impact the client, cost, or schedule. All Whiting -Turner employees shall adhere to all the principles, policies, and procedures of Whiting - Turner's EH&S Manual. Likewise, all contractors/subcontractors engaged in work on Whiting -Turner projects or on behalf of Whiting -Turner shall adhere to all the applicable principles, policies, and procedures of Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site -Specific Safety Plan. Adherence to this plan and Whiting -Turner's Contractor/Subcontractor Plan does not absolve any contractor/subcontractor from its legal/contractual obligation to submit a safety program, which meets or exceeds the requirements of the Whiting -Turner Contractor/Subcontractor EH&S Manual, the contract documents and federal, state, local or other applicable regulations. Dusty Roberts Project Manager Krystal Atcheson-Todd Project Superintendent James Garcia EH&S Manager © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 3 1 P a g e DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 3. Background Information 3.1. Project Organization: Owner: HCA Project Executive: Brent Schoolfield Project Manager: Dusty Roberts Project Superintendent: Krystal Atcheson-Todd 3.2. Project Description: 65,000 SF single -story wood -framed behavioral health hospital in Fort Worth, TX. Project features include: 88 patient beds, a full -service kitchen and dining rooms, several therapy rooms, two interior courtyards, a separate gym facility, site utilities, parking lots, paving, high security fencing, and landscaping. 3.3. Site History and Hazard Assessment: This plot is a greenfield site with minimal public site utilities and a perimeter fencing. No development has been done previously. 3.4. Phases of Work: The definable features of work contemplated for the project have been set forth and are listed below in Section 15. The Activity Hazard Analysis (AHA) for each definable feature of work will be prepared to identify hazardous activities and set forth safe practices and procedures for each hazardous activity associated with the work phase. The AHA will be further defined and discussed during the preconstruction meeting. 4 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 4. Project Responsibilities 4.1. Project Manager 4.1.1. Overall authority and responsibility to implement and manage the project's Site -Specific Safety Plan. 4.2. Project Superintendent 4.2.1. Responsible to enforce compliance with Whiting -Turner's Site -Specific Safety Plan, OSHA Standards, and all other Federal, State, and Local Safety Codes and Regulations. 4.2.2. Responsible for coordination of Whiting -Turner workforce and contractors/subcontractors to ensure that a logical, systematic progression of work takes place. 4.2.3. Responsible to assist contractors/subcontractors in pre -planning their operations to prevent personal injury and property damage. AHAs and pre -task plans for new or modified operations are to be reviewed prior to the operation's commencement. 4.2.4. Responsible to schedule, distribute notification, and chair mandatory safety meetings. 4.2.5. Responsible to notify contractors/subcontractors of a safety noncompliance. This notification will include the allowable time limit for compliance or correction shall be made by Whiting -Turner and back charged to the contractor/subcontractor . A copy of any written notice, including all noncompliance items and date of correction will be filed in the project files. 4.2.6. Responsible to assist in the investigation of accidents, incidents and near misses in conjunction with the contractor's/subcontractor's foreman, and safety representative. 4.3. Subcontractor Project Managers/Outside Superintendents/Foreman 4.3.1. Has overall responsibility for ensuring the safety of the workers reporting to him/her. 4.3.2. Shall ensure that his/her employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual, and this Site -Specific Safety Plan. 4.3.3. Shall ensure compliance with the site -specific safety orientation process for all their personnel assigned to the project. 4.3.4. For activities where pre -task plans are required, shall ensure that daily pre -task plans are completed, submitted to Whiting -Turner for review, and then reviewed with the work crew(s) prior to commencing. 4.3.5. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.3.6. Shall attend all required meetings for which Whiting -Turner requests their presence. 5 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 4.3.7. Shall investigate all accident/incidents and near misses in conjunction with the Whiting - Turner Superintendent, and contractor/subcontractor safety representative. 4.3.8. Contractor/Subcontractor Safety Representative: 4.3.8.1. Shall ensure that their employees comply with their Company's Safety Program and all federal, state, and local codes and regulations, including Whiting -Turner's Contractor/Subcontractor EH&S Manual and this Site - Specific Safety Plan. 4.3.8.2. Shall ensure compliance with the site -specific safety orientation process for all personnel assigned to the Project. 4.3.8.3. Shall train their employees to perform their work in a safe manner and to recognize [and correct] unsafe condition and unsafe acts. 4.3.8.4. Shall make a minimum of one complete safety inspection of their work per week with a written report to the Whiting -Turner Project Team noting the corrective action to identified hazards. 4.3.8.5. Shall attend each weekly project safety representative meeting. 4.3.8.6. Shall chair each weekly tool -box talk, with written minutes and provide copies weekly to the Whiting -Turner Project Team. 4.3.8.7. Shall report all safety -related matters to the imbedded Whiting -Turner EH&S Personnel (if applicable) and Whiting -Turner Superintendent. 4.3.8.8. Shall be responsible for the contractor/subcontractor accident/incident reporting requirements. 4.3.8.9. Shall investigate any accident/incident involving their employee and submit accident/incident investigation reports to Whiting -Turner Safety Department within 24 hours. 4.3.8.10. Shall ensure that workers under his/her command have the adequate training and knowledge to complete the task at hand. 4.4. Project Employee 4.4.1. Shall attend the project safety orientation and complete the orientation acknowledgement form prior to beginning work on this project. 4.4.2. Shall perform their work in a safe manner for prevention of harm to themselves, fellow workers, the general public, and to prevent property damage of all concerned. 4.4.3. Shall attend weekly Tool -Box Talks. 4.4.4. Shall alert their foreman of hazards and unsafe acts. 4.4.5. Shall notify their foreman immediately of any accident/incident. 6 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 4.4.6. Shall comply with their company's safety program, Whiting -Turner's Contractor/Subcontractor EH&S Manual, this Site -Specific Safety Plan, and all applicable Federal, State, and Local Codes and Regulations. 5. Responsibilities and Lines of Authority 5.1. Identification and Accountability of Personnel: The Whiting -Turner Contracting Company does not intend to insert itself in the employer - employee relationship. Therefore, each employer on Whiting -Turner's project will be accountable for monitoring compliance and enforcing the policies and procedures as set forth in this Site - Specific Safety Plan, and all applicable contractual documents, for their respective employees. If compelled and to uphold the commitment to safety excellence, Whiting -Turner will engage any worker or tradesperson (and their direct supervisor) who has left an unsafe condition or who has been observed committing an unsafe act. 5.2. Lines of Authority: The following personnel shall have the authority to intervene and suspend work in the interest of safety policy compliance: 5.2.1. ALL Project Personnel and Vendors Note: that following a safety work stoppage, the responsible contractor/subcontractor and the Whiting -Turner project team shall be notified immediately. Whiting -Turner will facilitate the prompt corrective action of the unsafe act or condition with the responsible contractor/subcontractor . After satisfactory correction of the unsafe act or condition, the Whiting -Turner project team will authorize work to resume. 5.3. List of Emergency Phone Numbers and Points of Contact: Project Superintendent: Krystal Atcheson-Todd Cell: 469-304-8882 Project Manager: Dusty Roberts Cell: 682-206-8150 Area EH&S Manager: James Garcia Cell: 469-560-6690 Senior Project Manager: Brent Schoolfield Cell: 469-853-1774 6. Subcontractors and Suppliers 6.1. Identification of contractor/subcontractor s and Suppliers: 7 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 6.1.1. A list of contractor/subcontractors and suppliers by name, discipline, contact name, and telephone number shall be available at the project office for review. 6.2. Means for Controlling and Coordinating contractor/subcontractors and Suppliers: 6.2.1. A copy of the Site -Specific Safety Plan will be made available to all contractor/subcontractors at the Project Site and are required to comply with the requirements as set forth therein. 6.2.2. All contractor/subcontractor s and vendors, shall be required to comply with the policies and procedures indicated within this Site -Specific Safety Plan as well as the policies and procedures contained within the following publications: 6.2.2.1. Occupational Safety & Health Standards for the Construction Industry (CFR) 29 Part 1926 6.2.2.2. Occupational Safety Standards for General Industry CFR 29 Part 1910. 6.2.2.3. The Whiting -Turner Contracting Company EH&S Manual 6.2.2.4. Contractor/Subcontractor EH&S Manual 6.3. Safety Responsibilities of contractor/subcontractor s and Suppliers: 6.3.1. Subcontractors are required, upon execution of subcontract, to comply will all safety policies and procedures in effect on the job site. 6.3.2. All contractor/subcontractor s shall be responsible for providing all necessary safety equipment, training, and shall assure a drug -free work force for their personnel. The responsible contractor/subcontractor shall ensure that all safety information is communicated to workers in a language they understand. contractor/subcontractor s must provide someone to translate for employee's who are not fluent in English. 6.3.3. Each contractor/subcontractor with personnel on the job site shall be required to attend each job site safety meeting conducted by The Whiting -Turner Contracting Company's Site Safety Manager. contractor/subcontractor s are required to hold their own individual safety meetings weekly and provide a copy of the meeting to The Whiting -Turner Contracting Company. 6.3.4. Each contractor/subcontractor shall be required to have a person trained in CPR and First Aid on site during contractor/subcontractor -construction activity. 6.3.5. Each contractor/subcontractor to maintain first aid kits on the job site. 6.3.6. Subcontractors are required to develop the Activity Hazard Analysis (AHA) for their definable feature of work, per the AHA Form and as outlined in paragraph 3.4. 6.4. Pre -Construction Submittals 6.4.1. Contractor/subcontractor must identify and submit the qualifications of a safety representative/competent person to Whiting -Turner as the primary, on -site contact for safety related issues. 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 6.4.1.1. The safety representative may be a supervisor and they shall have as a minimum, the OSHA 30-hour Outreach Training Program for Construction. 6.4.1.2. The contractor/subcontractor will provide a first aid/CPR/AED trained competent person when one or more of the contractor's/subcontractor's employees are working 6.4.2. Contractor/subcontractor must submit a completed prequalification form and respond in writing to Whiting -Turner's requests for additional information/explanation. 6.4.3. A site -specific safety plan (SSSP) shall be developed for the project by each contractor/subcontractor. The plan should address hazards and mitigation strategies related to the scope of work for the project. Activity Hazard Analysis (AHA) for major phases of work, submitted with the company safety program may be accepted in lieu of SSSP — at the discretion of the Whiting -Turner project team. 6.4.4. Site -specific Safety Data Sheets (SDS) are required to be submitted prior to bringing any chemical product on site. A current chemical inventory is to be maintained with Whiting - Turner. 6.4.5. An Activity Hazard Analysis (AHA) shall be submitted ten days prior to the start of work. 6.4.6. A competent person's acknowledgement form must be completed, and their qualifications submitted for activities where OSHA requires a competent person. 6.5. Safety Management 6.5.1. All on site personnel, (contractor/subcontractors, tiered contractors/subcontractors, and their employees) are required to participate in a mandatory safety orientation session prior to commencing with any work on site. Contractor/subcontractor shall provide a translator for any non-English speaking employees during orientation and any job wide meetings/stand-downs. Employees may be asked to attend orientation again for repeat violations or deficiencies. 6.5.2. Each contractor/subcontractor is required to designate a site safety representative (SSR). SSR shall be on site at all times and shall have the knowledge and authority of the competent person. SSR shall be able to conduct site walks with Whiting -Turner personnel to ensure the safety of contractor's/subcontractor's workers on the project. Manpower totals below include all tiered contractor/subcontractor employees. Proof of training must be submitted prior to mobilization or at orientation. The qualifications for the SSR are as follows: 6.5.2.1. Minimum requirement proof of OSHA 30 hour submitted 6.5.2.2. Contractors/subcontractors with (30) or more workers on site will be evaluated by the Whiting -Turner's management team along with Whiting - Turner's EH&S Manager regarding the contractor's/subcontractor's site - specific safety performance. If the contractor's/subcontractor's past or current site safety performance indicates improved safe work practices and 9 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 conditions are needed to help ensure the safety of the contractor/subcontractor crews and others, Whiting -Turner at its discretion, may require the contractor/subcontractor to provide a fulltime Site Safety Representative to be present onsite with no other collateral duties. 6.5.3. The contractor's/subcontractor's supervisor(s) and safety representative must make frequent and regular inspections of their work areas and activities. 6.5.3.1. Hazards identified that are under their control must be corrected immediately and all other identified hazards must be reported to the Whiting -Turner superintendent. 6.5.3.2. One documented inspection shall be conducted each week. 6.5.4. The contractor's/subcontractor's on -site supervisor and the contractor's/subcontractor's designated on -site safety representative must schedule and attend a pre -construction safety meeting with the Whiting -Turner Superintendent to discuss the contractor/subcontractor safety requirements. 6.5.4.1. The pre -construction safety meeting should take place at least five (5) working days before startup to allow for review of required documentation. 6.5.5. The contractor/subcontractor shall provide a translator whenever there are non-English speaking tradespersons on site. 6.5.6. Contractor/subcontractors, who in turn contract out parts of their work, have sole responsibility to see that their lower tier contractors comply with project safety requirements. Additionally, Whiting -Turner's Project Manager and/or Whiting -Turner's Superintendent shall be notified that the lower tier contractors are arriving at least five (5) days before work starts. The Contractor/subcontractors will be held directly accountable for all lower tier contractors. Contractors/subcontractors must provide a competent person onsite fulltime to oversee and direct lower tier contractors' while actively performing work. 6.5.7. The contractor/subcontractor 's superintendent(s) and/or designated safety representative must attend the weekly coordination meeting where safety issues will be addressed. 6.5.8. Emergencies shall be handled through the Whiting -Turner Field Office according to the posted Emergency Action Plan 6.5.9. All work -related injuries, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. Further, all work -related injuries will be recorded on an injury log. A completed injury log will be submitted to Whiting -Turner by the 5th of the month for the previous month. 6.5.10. Accident/incidents involving the public, regardless of severity, must be reported to Whiting -Turner immediately. An accident/incident investigation report must be completed 101Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 by the appropriate contractor/subcontractor supervisor and submitted to Whiting -Turner within 24 hours of the accident/incident. 6.5.11. Only communication radios are permitted on Whiting -Turner projects. 11 I Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7. Training and Project Meetings 7.1. Safety Indoctrination Training Subjects: 7.1.1. The following must be presented to all Whiting -Turner employees and contractor/subcontractor employees prior to beginning work: 7.1.1.1. The Whiting -Turner safety orientation and the orientation acknowledgement form 7.1.1.2. Expectations for controlling water & moisture on the project 7.1.1.3. Hazard communication information specific to the project 7.1.1.4. Project specific emergency action plan 7.1.1.5. Safety programs specific to the project (AHA's, PTP's, PPE) 7.1.1.6. Other specific safety related information about the project 7.1.2. Hazard Communication Program: 7.1.2.1. Written HAZCOM programs, Chemical Inventory Lists and SDS's shall be kept in the Whiting -Turner site office for all hazardous chemicals 7.1.2.2. All containers shall be labeled in accordance with the Globally Harmonized System for Hazard Communication 7.1.2.3. Each employee must be trained in the recognition and avoidance of hazards when asked to work with any chemical 7.1.3. Emergency Procedures: 7.1.3.1. Supervisor shall be notified immediately of any injury, illness, or accident/incident; they will notify Whiting -Turner. 7.1.3.2. Injuries must be treated by a person who holds a valid first aid certification. Call designated emergency numbers for assistance. Report all injuries regardless of severity. 7.1.3.3. Emergency contact numbers and maps to the nearest hospital are to be posted at entrances to trailers/field offices. 7.1.3.4. A job wide first -aid kit must be on -site and easily accessible; all medications must be removed. Each contractor/subcontractor is also responsible for providing a first aid kit. 7.2. Mandatory Meetings 7.2.1. In the interest of eliminating job safety risks and heightening awareness of project safety, job wide safety meetings shall be conducted every month while work on the job site is in progress. Safety meetings shall be conducted based on the following format: 7.2.1.1. A review of past unsafe conditions, accident/incidents, or activities. 121Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 7.2.1.2. Review of pertinent aspects of the applicable Activity Hazard Analysis. 7.2.1.3. Review of safe working procedures and safety training. 7.2.1.4. Review of accident/incident and emergency procedures. 7.2.2. Supervisory safety meetings shall be conducted to discuss all applicable activity hazard analyses and all project safety concerns. These meetings shall be held weeklv. 7.2.3. Safety task force meetings build camaraderie and cohesion among different tradespersons and build a system of accountability. The task force shall consist of one representative from each contractor/subcontractor. The functionality and effectiveness of this task force is maximized by conducting a joint safety survey of the site. The task force members may determine the focus of these meetings based on . These meetings shall take place on a monthlv basis. 7.2.4. Quarterly Safety Focus - All projects and offices shall participate in the Quarterly Safety Focus meetings; these meetings will take place at 11:30am local time in February, May, August, and November 7.3. Additional Training and Certification 7.3.1. Additional safety training may be conducted under the direction of the Whiting -Turner team and in cooperation with supervisory, contractor/subcontractor, vendor personnel. 131Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 r1 8. Safety Inspections 8.1. The Whiting -Turner Superintendent will conduct and document a weekly safety inspection. The inspections shall focus on, but are not limited to the following: 8.1.1. Compliance with the site -specific safety plan, the Whiting -Turner EH&S Manuals and provisions set forth by OSHA. 8.1.2. Safe delivery and storage of project materials. 8.1.3. Ensure daily inspections and follow up the project foreman. 8.1.4. Proper maintenance of project equipment and tools 8.2. The Whiting -Turner Project Manager will perform and document a monthly safety inspection with the Whiting -Turner or contractor/subcontractor superintendent. 8.3. Items found to be deficient shall be corrected or abated immediately or the area of work affected by the deficiency shall be cordoned off to prevent personnel access until corrective action can be taken. The responsible contractor/subcontractor shall confirm the safety deficiency is corrected or abated. The Whiting -Turner team shall exercise authority as outlined to expedite safety -deficiency corrective action and/or abatement. 8.4. Hole and Perimeter Protection Safety Inspections - All Whiting -Turner field management employees who are routinely in the field are required to attend the safety inspection and fall protection inspection training and are required to perform compliance surveys. The 2-a-day floor hole and perimeter protection compliance survey's may be conducted twice a day by any trained Whiting -Turner team member. 8.5. In addition to the inspections conducted by the contractor/subcontractor s and the Whiting -Turner project team, the Whiting -Turner Area EH&S Manager will perform a minimum of one site specific safety survey each month. 141Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 P-- 'W -1 9. Safety Goals, Incentives, Compliance and Accountability 9.1. Safety Goals and Objectives: 9.1.1. It is the Contractor's responsibility to provide a place of employment free from recognized hazards that could cause death or serious physical injury to personnel working at the job site. 9.2. Safety Incentives: 9.2.1. Whiting -Turner shall continue its current safety -incentive program to award its personnel for reaching milestone dates for days -without -lost -time accident/incident. Milestone dates shall be determined by the Site Safety Manager taking into consideration the magnitude and scope of the project and personnel safety moral levels. 9.3. Safety Non -Compliance Procedure: 9.3.1. Any and all violations of the procedures or practices stipulated or intended from this Site -Specific Safety Plan shall be directed to project supervisory personnel immediately. Employees shall be encouraged to report close calls, unsafe conditions, and unsafe acts to project management without consequence. 9.3.2. Personnel that are determined to be responsible and negligent for violating safety policies shall be issued a "Written Warning" form, with a copy becoming part of their personnel file. Employee(s) shall also be instructed in the proper procedures for the applicable task(s). In the event, personnel are employed by contractor/subcontractor s, suppliers, or the owner; all violation forms shall be sent to their respective supervisory personnel. 9.3.3. Upon the second violation of any safety guideline, the involved personnel, including second tier contractor/subcontractor s, suppliers, or project owner representatives shall, at the discretion of The Whiting -Turner Contracting Company, be removed from the job site for an indeterminate time period and up to termination. In addition, the contractor/subcontractor may be subject to a fine for non-compliance. 9.4. Accountability: 9.4.1. Project Managers and Safety Personnel shall be accountable to ensure provisions for a place of employment free from recognized hazards that could cause death or serious physical injury to personnel. Project Managers and Safety Personnel must ensure total compliance by all project personnel and second tier groups of the policies and procedures as set forth in the Site -Specific Safety Plan. 151Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 10. Accident/Incident Reporting 10.1. Exposure Data: 10.1.1. The Whiting -Turner Superintendent shall maintain man-hour exposure data. Data for both Whiting -Turner employees and contractor/subcontractor employees shall be recorded and shall reflect the actual man-hours worked on the project. 10.2. Accident/Incident Investigations, Reports, and Logs: 10.2.1. All accidents/incidents, injuries, near -miss accidents/incidents, unsafe conditions, and unsafe acts that occur shall be reported immediately to project supervisory personnel. No supervisor may decline to accept an accident/incident, injury, near -miss accident/incident, unsafe condition, or unsafe act report. 10.2.2. Investigations should be conducted as soon as possible after the occurrence to ensure the most accurate information is being captured. In addition, a prompt investigation reflects and promotes Whiting -Turner's culture of safety excellence. 10.2.3. The Superintendent and/or site supervision should investigate and provide a written report of all accident/incidents to the Claims Manager. 10.2.4. In the case of serious accident/incident, the Claims Manager and Area EH&S Manager should be called to assist in the accident/incident investigation and provide guidance with the documentation. 10.2.5. Identify witnesses. Record their names, contact information and employers. Interview witnesses in private regarding accident/incident description and cause. Ask them to sign a statement of description and cause. 10.2.6. The goal is to ask questions and record information. Ask the six probing questions to obtain detailed information to gain insight into the accident/incident: 10.2.6.1. The "who" question provides information about those involved 10.2.6.2. The "what" question leads into actions, events, and physical objects 10.2.6.3. The "where" question may help with the determination what caused the Accident/incident and discover the conditions that brought it about 10.2.6.4. The "when" question will often prompt information regarding relationships between pairs of activities or events 10.2.6.5. The "how" question should provide information on the interaction and relationships among the activities and events 10.2.6.6. The "why" question offers clues concerning the corrective measures, since the answers will focus on unsafe acts or hazardous conditions 10.2.7. If possible, if the scene has not been altered, take pictures of the scene. Include the following information with the photo: 161Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 10.2.7.1. Date of accident/incident 10.2.7.2. Brief description of accident/incident 10.2.7.3. Location 10.2.7.4. Name and number of the person who took the photo 10.2.7.5. Retain any evidence related to the accident/incident 10.2.7.6. Draw diagrams, mark up drawings 10.2.7.7. Obtain copies of reports from others (police, fire department, contractors/subcontractors, doctors, etc.). 10.3. Reporting Procedures: 10.3.1. Contractor/subcontractor employees must immediately report all accident/incidents to their company's supervisory personnel. 10.3.2. The contractor/subcontractor employee's supervisor has the responsibility to immediately report all accident/incidents to the Whiting -Turner Superintendent or designee. The supervisor, in consultation with the injured or reporting employee, completes the contractor's/subcontractor's written investigation report and submits it to the Whiting -Turner Superintendent or designee within twenty-four (24) hours of the accident/incident. 10.3.3. All injuries or accident/incidents regardless of how small must be reported immediately to the foreman or Superintendent on the jobs and treated at once. 10.4. Correction Procedures: 10.4.1. Place additional warning signs, barricades, warnings lights, if needed as indicated, and illumination, etc. 10.4.2. Determine cause or causes. Often accident/incidents occur as a result of a combination of unsafe conditions and unsafe acts. 10.4.3. Correct unsafe physical conditions or equipment deficiencies immediately after the investigation. Check other equipment to make sure it does not have similar defects. 10.4.4. Make improvements in maintenance and inspection procedures or provide means for better enforcement of existing procedures. 10.4.5. Review indoctrination, tool box meetings and on job instruction to see if more educational material should be added or improvements can be made in presenting it. 10.4.6. Prepare a detailed report on the findings and corrective measure to be taken. 10.4.7. Institute any follow up procedures required, with target dates, to ensure compliance with changes made. 10.5. Accident/Incident Review Process: 10.5.1. The Whiting -Turner Superintendent or designee will schedule an accident/incident review meeting within three (3) days of the accident/incident. At a minimum, the 17JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 irI contractor/subcontractor employee's supervision, the Whiting -Turner Project Manager and Area EH&S Manager should be invited. 10.5.2. The Whiting -Turner Superintendent or designee is then responsible for documenting a summary of the meeting, reviewing it with an Area EH&S Manager, and distributing it to all contractors/subcontractors and Whiting -Turner project team to prevent further occurrences. The names of the individuals involved shall be kept out to protect their privacy. © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 181Page DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 11. Medical Support 11.1. Prior to the start of work, the Whiting -Turner project team shall post the nearest medical support facilities in the job bulletin as provided by Travelers. The medical support facilities closest to the project site are listed below: Hospital: Medical City Alliance Address: 3101 North Tarrant Pkwy Telephone Number: 817-639-1000 Urgent Care: CareNow Urgent Care Address: 9437 North Freeway Telephone Number: 469-778-5228 11.2. An emergency response bulletin board shall be conspicuously posted on the job site identifying medical support facilities, poison control center contacts, fire response, hot work permit contact, ambulance, and the emergency action plan. In addition, the emergency response bulletin board shall show a project location map with primary medical support facilities identified. This map shall also identify where personnel are to meet incoming emergency response teams and direct them to the accident/incident scene as necessary. Other State and Federal Employee Notices will be conspicuously posted along with the other data required by the emergency response bulletin board. 11.3. The project safety orientation shall include a segment where the emergency action plan shall be explained in detail. Additional refresher training shall be conducted frequently by Whiting -Turner and contractor/subcontractor s supervisory personnel for their respective employees. 11.4. No less than one first aid and CPR trained personnel certified to render aid in the event of an injury shall be provided on the job site at all times. Copies of current personnel first aid and CPR certificates shall be retained on file by The Whiting -Turner Contracting Company. 11.5. The job site office shall be equipped with a large capacity first aid kit and shall be placed in a conspicuous location. 191Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 12. General Public Safety 12.1. All visitors, salesman, delivery persons, vendors, etc. must report to the Whiting -Turner field office to obtain permission to enter. 12.1.1. Client's contractor/subcontractor s and vendors are visitors to our site and must complete a waiver/release form. 12.1.2. The aforementioned shall not be granted access to the site without signing a waiver/release form, obtaining a visitor's badge (if applicable), and wearing proper personal protective equipment. 12.1.3. In addition, Whiting -Turner requires visitors to be escorted at all times during their visit. 12.2. Prominent project signage shall be placed at the perimeter fencing that outlines the proper entrances and exits, visitor check in policy to gain site access and the proper protection gear that is required. 12.3. Site Security: 12.3.1. A high, strong, and rigid post driven fence with scrim [opaque screen or fabric, black visqueen screening] will be installed around the perimeter of the project. In cases where fence installation is infeasible, a plan for site security shall be drafted and made available for review by an Area EH&S Manager. 12.3.1.1. If the fence is constructed near walkways, roadways, etc. where pedestrians will pass, the potential passage of material through the construction side to the pedestrian side must be controlled. 12.3.1.2. Care must be taken to secure fence from blowing over in high winds — also consider scrim ventilation methods. The fence must be secured per Whiting -Turner's project fencing procedures. 12.3.1.3. The perimeter fences will not have openings greater than 4" between vertical supports. 12.3.1.4. This 4" requirement will also include the gap between the bottom of the fence and the ground to ensure perimeter security. 12.3.1.5. Barbed wire shall not be used. 201Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 12.3.2. Construction gates — Construction gates will be kept closed; to the greatest extent possible and the gates are to be locked after normal working hours. 12.3.3. Whiting -Turner and all contractors/subcontractors are to remove keys from all vehicles, lifts, equipment, and machinery at the end of the work day and ensure machinery is effectively locked out. 12.3.4. A Whiting -Turner staff person shall walk the site at the end of the day. Whiting -Turner staff person shall verify gates are closed, no gaps are in the fence, machines are turned off and keys removed, no running water, all contractor/subcontractor personnel, vendors, and visitors have left the jobsite, etc. 12.4. Trenches (Excavations) in Walkways and Roadbeds: Pedestrians tripping or falling in temporarily closed trenches or excavations are a constant liability concern. The following precautions shall be considered: 12.4.1. If the trench or excavation is in an area open to the public, then adequate warning signs and barricades must be installed, such as fencing or wood guardrails. 12.4.2. Temporary trench covering for two or less weeks should be backfilled with material that can be tamped securely. Any movement in the material is to be noted and stabilized immediately. 12.4.3. Temporary trench covering for two weeks or more should be concrete or macadam top. Steel dock plates may be used in lieu of concrete and macadam. 12.4.4. Steel plates over the trench excavation may be the most economical method for short or long durations for temporary trench covering. Be sure to adjust the plates and provide a smooth transition with asphalt or concrete to minimize the tripping hazard potential. 21 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 13. General Site Prohibitions The following are prohibited on all Whiting -Turner Projects: 13.1. The use of the following administrative controls as a means of fall protection 13.1.1. Controlled Access Zone as a means of fall protection 13.1.2. Controlled Decking Zone as a means of fall protection 13.1.3. Safety Monitor System as a means of fall protection 13.2. The use of load handling equipment to hoist personnel —please see the Manual for exceptions and provisions 13.3. Working from the midrail or top rail of any lift 13.4. The use of cell phones for signaling of cranes and equipment 13.5. The use of open hooks during lifting operations/picks. 13.6. Fish tapes or lines made of metal or any other conductive material when potential for contact with energized circuits exists 13.7. The use of particle board, medium density fiber board (MDF) or similar material as floor hole covers 13.8. The use of open turnbuckles as part of the perimeter cable system 13.9. Other construction processes below steel erection are prohibited unless overhead protection for the employees below is provided 13.10. Harassment of any kind, to any person 13.11. Smoking or use of vaporized equipment (except in designated areas) 13.12. Radios, media players, headphones, or other listening devices 13.13. Guns or weapons of any kind 13.14. Use or possession of alcohol or drugs of any kind (except for prescription drugs) 13.15. Riding on equipment that is not equipped with proper seating and seat belt 13.16. Open fires, fire barrels, or hot boxes 13.17. The use of metal ladders 221Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 14. Safe Work Practices, Programs, and Procedures 14.1. Carbon Monoxide Exposure Prevention 14.1.1. In enclosed or poorly ventilated spaces tools and equipment shall be powered by electricity, batteries, or compressed air. 14.1.2. All fuel driven equipment being used indoors or in partially enclosed spaces must have scrubbers where carbon monoxide exposure exists. 14.1.3. When using gasoline powered generators and compressors, place them outside away from air intakes to ensure that the exhaust is not being drawn back indoors. 14.2. Concrete and Masonry 14.2.1. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.2.2. General requirements: 14.2.2.1. Rebar caps shall be used on all reinforcing steel that personnel could fall upon or become impaled in any way. 14.2.2.2. No personnel shall be permitted to work under concrete buckets while buckets are being elevated, moved laterally, or lowered into position. 14.2.2.3. No personnel shall be permitted to place concrete through a pneumatic hose unless the personnel are wearing protective hand and face equipment. 14.2.2.4. No personnel shall be permitted to tie reinforcing steel more than 6 feet above an adjacent surface without the use of satisfactory fall protection and/or fall restraints. 14.2.3. Equipment and tool requirements: 14.2.3.1. Powered and rotating type concrete troweling machines that are manually guided shall be equipped with a control switch that shall automatically shut off the power whenever the hands of the operator are removed from the equipment handles. 14.2.3.2. Masonry saws shall be guarded with a semicircular enclosure over the blade. 14.2.3.3. All equipment that is to receive maintenance or repair shall be properly locked -out to prevent the inadvertent operation of equipment during such sessions. 231Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 14.2.4. Cast -in -place concrete requirements: 14.2.4.1. Formwork shall be designed, fabricated, erected, supported, braced, and maintained so that it shall be capable of supporting without failure all vertical and lateral loads that may reasonably be anticipated to be applied to the Formwork. 14.2.4.2. All base plates, shore heads, extension devices, and adjustment screws shall be in firm contact, and secured when necessary, with the foundation and the form. 14.2.4.3. Jacks and vertical supports shall be positioned in such a manner that the loads do not exceed the rated capacity of the jacks. 14.2.4.4. Reinforcing steel for walls, piers, columns, and similar vertical structures shall be adequately supported to prevent over turning and to prevent collapse. 14.2.4.5. Unrolled wire mesh shall be prevented from recoiling. 14.2.4.6. Forms and shores shall not be removed until the concrete has gained sufficient strength to support its weight and superimposed loads. 14.2.5. Pump Truck requirements: 14.2.5.1. Equipment must be fully inspected and in good running condition per the manufacturer before it is allowed on the project. Any equipment not meeting the manufacturers' specifications for safe operations will be turned away or removed from the project. 14.2.5.2. Daily checklist all equipment must be maintained by the contractor. 14.2.5.3. Operator's certification shall be submitted prior to commencement of the operation 14.2.5.4. Adequate ground conditions shall be provided for the pump truck 14.2.5.5. Flaggers shall be used when backing up trucks to the pump 14.2.5.6. Back-up alarms are required 14.2.5.7. When operating on outriggers: 14.2.5.7.1. Outriggers must be fully extended 14.2.5.7.2. Outriggers pads must have solid bearing 14.2.5.7.3. Outrigger pads must be level 14.2.5.7.4. Outrigger pads must be pinned 14.2.5.7.5. Full coverage of outrigger pad sized per load 14.2.5.7.6. Front outrigger pads must be provided coverage even if load is not swinging in the front 14.2.5.7.6.1.1. Support under outrigger pads must be solid 14.2.5.7.7. All tires must be off of the ground or per manufactures recommendations 14.2.5.7.7.1.1. Maintain minimum 20' from power lines 241Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.2.5.7.7.1.2. Must be setup on stable, level ground 14.2.5.8. Mixing stations must have proper guardrails and work platforms. Steps may not be created from concrete blocks. 14.3. Confined Space Entry 14.3.1. It is Whiting -Turner's position that all confined spaces are permit required until proven otherwise [in writing] by the contractor/subcontractor's competent person. 14.3.2. All confined spaces, regardless of classification, shall have continuous multi-gas/4-gas air monitoring while the space is occupied by tradespersons. 14.4. Contingency Plan for Severe Weather: 14.4.1. Whiting -Turner and its contractor/subcontractor s shall be responsible for regular monitoring of job site weather conditions in an effort to avoid hazardous conditions caused by severe weather. In the event of severe weather conditions procedures shall be done in a timely manner to reduce job -site danger. Based upon the type of weather condition the proper methods may include but are not limited to the following: 14.4.1.1. Notification to personnel, in transit or prior to, of hazardous job site conditions. 14.4.1.2. Securing of all equipment and materials in place or stored on the job site. 14.4.1.3. Immediate evacuation of job site 14.4.1.4. Utilization of hazardous condition protection facilities as required. (i.e. shelters) 14.5. Cranes and Derricks 14.5.1. Personnel hoisting requirements - The use of load handling equipment to hoist personnel is prohibited unless the employer can demonstrate that other methods would be more hazardous and is able to comply with the personnel hoisting requirements that are established in the standard. 14.5.2. Hoisting personnel on Whiting -Turner projects shall be considered a critical lift or activity, and therefore shall meet all requirements of a critical lift before the lift may begin. 14.5.3. A crane checklist must be completed prior to each initial lift. 14.5.4. Post Assembly — a post assembly inspection is required for all Crawlers and Tower Cranes by a person properly trained and qualified to inspect such equipment. 14.5.5. Boom -tip anemometer or equivalent device is required. 14.5.6. All loads to be lifted at Whiting -Turner project sites shall have a tag line attached. 251Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.5.7. The competent person shall determine the size, rope materials, and length of the tag line. 14.5.8. The line shall be attached in a way that maintains control of the load to reduce the risk of caught -in/ -between and struck -by hazards to employees and surroundings during any lift. 14.6. Critical Lifts 14.6.1. The Whiting -Turner Contracting Company identifies a critical or special lift as 14.6.1.1. any lift where the total weight of the load and the deductions for the equipment combined exceeds 75% of the capacity of the crane capacity chart at the specific boom length and radius of the load, 14.6.1.2. any lift where there will be more than one (1) crane or piece of load handling equipment attached to the load at a time; 14.6.1.3. any lift that involves the lifting of personnel; 14.6.1.4. any lift where the contents of the lift are considered hazardous to health or environment, and an accidental/incidental release could result harm to either; 14.6.1.5. any lift where encroachments precautions are required for power lines. 14.7. Demolition 14.7.1. Contractor/subcontractor shall verify that all local ordinances and permitting issues have been addressed as they relate to demolition. 14.7.2. Task lighting —which meets or exceeds the requirements of the standard —shall be provided by the demolition contractor/subcontractor. 14.7.3. Preparatory Operations: 14.7.3.1. Service lines shall be shut off, capped, or otherwise controlled, inside the building line before demolition work is started. Following these "make safe" activities, actual selective demolition within the structure will be performed. In each case, any utility company or designated authority shall be notified in advance. 14.7.3.2. Where a hazard exists from fragmentation of glass, such hazards shall be removed. 14.7.3.3. Where a hazard exists to personnel falling through wall openings, the opening shall be protected to a height of 42 inches. 14.7.4. Entryways: 261Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 14.7.4.1. During demolition, access to the structures will be controlled through specified access and egress points as outlined in the Demolition Plan, to be submitted by the demolition contractor. 14.7.5. Removal of walls, masonry section, and chimneys: 14.7.5.1. No wall section, which is more than one story in height, shall be permitted to stand alone without lateral bracing, unless such wall was originally designed and constructed to stand without such lateral support, and is in a condition safe enough to be self-supporting. All walls shall be left in a stable condition at the end of each shift. 14.7.5.2. Structural or load -supporting members shall not be cut or removed until all live loads have been secured. 14.7.5.3. Walkways or ladders shall be provided to enable personnel to safely reach or leave any scaffold or wall. 14.7.6. Manual Removal of Floors: 14.7.6.1. Safe walkways, not less than 18 inches wide, formed of planks not less than 2 inches thick if wood, or of equivalent strength if metal, shall be provided and used by workers when necessary to enable them to reach any point without walking upon exposed beams. 14.7.6.2. When floor areas are being removed, personnel shall not be allowed in the area directly underneath, and such an area shall be barricaded to prevent access to it. 14.7.7. Mechanical Demolition: 14.7.7.1. No personnel shall be permitted in any area which shall be adversely affected by mechanical demolition operations. Only those workers necessary for the performance of the operations shall be present. 14.8. Electrical Hazards Prevention 14.8.1. Whiting -Turner requires that all projects are 100% GFCI compliant. An Assured Equipment Grounding Conductor Program may be used in addition to —but not in lieu of —the GFCI program. 14.8.2. The installing contractor, i.e. the electrical contractor/subcontractor, shall test each power receptacle for proper installation including polarity, grounding, etc. and forward that documentation to Whiting -Turner before the circuit is used. 14.8.3. The electrical contractor/subcontractor will conduct and document monthly tests after the initial installation. 271Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.8.4. Only round, heavy-duty (type S, SJO, SJTW, ST, SO, STD) extension cords are acceptable for use on a construction site; at least 12 gauge or larger. 14.8.5. Damaged cords may only be repaired by a qualified electrician in accordance with manufacturer's requirements for such repairs. 14.8.6. Where feasible, all extension cords will be suspended (8') above the floor or working surface. 14.8.7. Extension cords shall not be fastened with staples, hung from nails, or suspended with non -insulated wire. 14.8.8. All temporary lighting circuits must originate from GFCI protected breakers. 14.8.9. Temporary wiring must be rated for all conditions it may be subjected to and be installed as per NEC, OSHA, NFPA and Authorities Having Jurisdiction requirements 14.9. Energy Control 14.9.1. Lockout/tagout (LOTO) shall not be considered for use until all other avenues of attaining a "zero -energy state" have been exhausted. 14.9.2. All contractor/subcontractors working with electrical systems are required to have a written Lockout/tagout procedure. A competent person shall be responsible to control all aspects of the LOTO procedure. They will ensure coordination with the appropriate tradesmen. 14.9.3. If a system can be locked out through design or by other means, this will be the preferred method. 14.9.4. The lockout device shall be substantial enough to prevent removal. 14.9.5. The lock shall be a separately keyed lock for use only with the lockout system. 14.9.6. The lockout device must be tagged with the name of the employee and their company. There shall be one lock for each employee (including Whiting -Turner) exposed to the system. 14.9.7. The use of 100% LOTO must be maintained until the completion of the task. Verification by all competent persons in charge of the LOTO shall be completed prior to re -energizing the system. 14.9.8. In the event an employee is discovered tampering with or violating the LOTO procedure, the employee will be removed from the project indefinitely. 14.9.9. A log shall be maintained on site that identifies the following: 14.9.9.1. Date of usage 14.9.9.2. Number of locks and tags used 14.9.9.3. Contractors involved 281Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 14.9.9.4. Time of LOTO initiation 14.9.9.5. Time of LOTO removal 14.9.9.6. Designated competent persons 14.9.9.7. Location of LOTO Devices 14.9.10. Electrical or piping & instrumentation drawings or identifying specific locations of the LOTO devices shall accompany the LOTO log. 14.10. Excavations 14.10.1. Prior to the commencement of excavation activities where the excavation will be greater than 3 feet in depth, a pre -excavation checklist must be completed by the contractor/subcontractor's competent person and submitted to Whiting -Turner upon request. 14.10.2. Underground utility installations must be identified and marked prior to beginning any excavation. To prevent unintentional contact, all necessary measures must be employed to locate underground utilities prior to excavating. Acceptable methods include but are not limited to the following: test pitting, ground penetrating radar (GPR), use of as -built drawings and any other obtainable information. 14.10.3. A competent person must be identified on Whiting -Turner's competent person designation form and their qualifications submitted to Whiting -Turner prior to the start of work. 14.10.4. All excavations shall be protected by snow fence, at a minimum. 14.10.5. Persons walking or working adjacent to a trench with vertical/shear walls that is equal to or greater than six (6) feet in depth must be protected from fall hazards unless it has been determined by the competent person that it is infeasible or creates a greater hazard. 14.10.6. Persons crossing an excavation that is equal to or greater than six (6) feet in depth must be protected from fall hazards by means of a guardrail system. 14.11. Fall Protection and Prevention 14.11.1. Prior to creating a hole or opening in any elevated work surfaces, contractors/subcontractors must submit an elevated surface modification permit. 14.11.2. Particle board, medium density fiber board (MDF) or similar material is prohibited from being used as floor hole covers on Whiting -Turner projects All holes must remain properly covered, secured, and labeled / signed. 291Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.11.3. Each contractor/subcontractor, with employees exposed to a fall 6' or greater to a lower level must ensure that effective fall protection measures and rescue procedures are addressed in their company Activity Hazard Analysis prior to beginning work on site. This is to include the name and qualifications of the designated competent person. 14.11.4. A Personal Fall Arrest System (PFAS) [comprised of a full body harness, double lanyards, anchorage point and anchorage connector], a personal fall restraint system (PFRS) [comprised of a full body harness, lanyard, anchorage point and anchorage connector], a guardrail, or safety net system must be in place to protect all trade persons from exposure to falls working at or above 6 feet. 14.11.5. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6'. If that distance isn't feasible, a conventional fall protection method must be employed. 14.11.6. Stilts are only permitted in broom swept areas, where there is no change in elevation. 14.11.7. Every hatchway and chute floor opening shall be guarded by a hinged floor -opening cover. The opening shall be barricaded with railings to leave only one exposed side. The exposed side shall be provided either with a swinging gate or so offset that a person cannot walk into the opening. 14.11.8. An extension platform outside a wall opening onto which materials can be hoisted for handling shall have a standard railing that meets handrail standards. However, one side of an extension platform may have removable railings to facilitate handling materials; in this instance a personal fall restraint or arrest system shall be utilized to protect the exposed worker. 14.11.9. Perimeter cable shall not be less than 3/8" steel cable. 14.11.10. Corner uprights must be braced so that the required tension may be maintained. 14.11.11. The cable must be terminated with three U-bolt wire rope clips that maintain an efficiency rating of at least 80% of the wire rope's breaking strength as proven through product documentation (e.g. Crosby clips). 14.11.12. Perimeter cable shall not be used as part of a personal fall arrest or fall restraint system unless designed to be used in that manner by a registered engineer. 14.11.13. The use of open turnbuckles as part of the perimeter cable system is prohibited. 14.11.14. All guardrail systems [with the exception of scaffold systems or where it can be proven to create a greater hazard] must be equipped with orange perimeter screening or mesh to prevent the ability to breach the system by climbing through rails. The installation of the screening must be compliant with Whiting -Turner's orange perimeter screening guidelines. 14.11.15. A fall restraint system must be employed when working from articulating boom lifts. 301Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 AL 14.11.16. A PFAS is not required when climbing up or down a ladder. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.11.17. Steel erectors and metal decking installers must utilize 100% fall protection devices at all times when working over 6'. 14.11.18. Horizontal lifelines must be designed by an engineer and installed under the supervision of a qualified person. A safety factor of two must be maintained. 14.11.19. Adequate fall protection devices must be provided, installed, and used at all loading platforms by the contractor/subcontractor wishing to remove existing perimeter protection prior to its removal. 14.11.20. All anchorage points utilized in a personal fall arrest system must be capable of supporting a load of no less than 5000 lbs. 14.11.21. Retraining documentation —to include instructor's name and qualifications, training literature and sign -in sheet —must be submitted to Whiting -Turner on company letterhead. 14.12. Fire Prevention and Protection 14.12.1. A 20 1b. ABC dfy ehefnieal fife extinguisher- or- e"ivaleat must be provided for- ea 3,000 . e foot of pr teete.l 1- u l.li wroa. An ex4i ,.gtti he - shall be ,.laee,1 at evefy stair -well on eaeh level. 14.12.2. Residential -like wood framing construction shall have a 20 lb. ABC dry chemical fire extinguisher or equivalent for each 1,500 square feet of protected building area. 14.12.3. Storage of flammable/combustible liquids on or inside of buildings under construction shall be no more than one -day supply. 14.12.4. Provide a 20-pound ABC dry chemical type extinguisher between 25'-75' from areas where flammable liquids are being handled. 14.13. Hand and Power Tools: 14.13.1. All power tools that are designed to accommodate guards shall have such guards attached at all times of operation. 14.13.2. Machines designed for a fixed location shall be securely anchored to prevent walking or moving. 14.13.3. Personnel using hand and power tools and exposed to the hazards of falling, flying, abrasive, and splashing objects, or exposed to harmful dusts, fumes, mists, vapor, or gases shall be supplied with proper PPE necessary to protect them from such hazards. 31 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.13.4. All hand held powered sanders, grinders, etc. with wheel 2-inch diameter or less and any routers, planers, jigsaws, etc. with blade shanks one-fourth of an inch wide or less may be equipped with only a positive "on -off 'control. 14.13.5. Any hand held power equipment with wheel diameters or blade shanks in excess of those stated in 14.13.4 may be equipped with a momentary contact "on -off 'switch. 14.13.6. All other hand-held power tools, such as circular saws, chain saws, and percussion tools shall be equipped with a constant pressure switch that shall shut off the power when the pressure is released. 14.13.7. All electrically powered hand tools shall be ground fault circuit interrupter protected — double insulated tools included. 14.13.8. Personnel must apply the use of PPE such as but not limited to a hardhat, eye, face, and hearing protection, work boots and protective gloves as required for the task(s) contemplated. Long pants with shirts with long or short sleeves required. 14.13.9. Regular inspections of hand tools shall be performed with the removal of any hand tool deemed to be hazardous by the personnel in charge of the tool and or inspection. 14.13.10. If personnel feel that a hand tool is of a hazardous condition, he or she shall immediately remove the tool from the work area. 14.13.11. The use of electric cords for the purpose of hoisting or lowering shall not be permitted. 14.13.12. Compressed air shall not be used as a cleaning device unless reduced to 30 psi. 14.13.13. Powdered actuated hand tools shall be used only by trained and certified personnel. 14.13.14. Powder actuated tools shall not be loaded until just prior to the intended firing time. 14.13.15. Powder actuated tools, loaded or unloaded, shall at no time be pointed at any other personnel. 14.13.16. Loaded powder actuated tools shall never be left unattended. 14.13.17. Powder actuated tools shall not be used in an explosive or flammable atmosphere. 14.14. Hazard Communications Program: 14.14.1. The Whiting -Turner Contracting Company shall maintain onsite and enforce its written Hazard Communication Program to provide the means necessary to transmit information to personnel regarding chemical and other hazardous products to which they may be exposed. Section 14.12.1.1 herewith shows The Whiting -Turner Contracting Company Hazard Communication Program and is outlined as follows: 14.14.1.1. List of chemicals and other hazardous products: A list of chemicals and other hazardous products used on the job site shall be maintained on the job site at all times. The list shall be updated as new chemicals and 321Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 hazardous products are imported to the job site not shown in the original list. 14.14.1.2. Labeling: All containers of chemicals and hazardous materials shall be properly labeled or tagged. Chemicals and hazardous materials transferred to other containers must be properly labeled to indicate the product stored within. 14.14.1.3. Safety Data Sheets (SDS): A binder of SDS for all chemicals and hazardous materials used on the job site shall be maintained on the job site in a conspicuous location and made available to all personnel and interested parties. The SDS books shall be updated as new chemicals and hazardous products are imported to the job site not originally included in the SDS binder. 14.14.1.4. Training: All personnel shall be provided training in reading and interpreting SDS and labels. Personnel working with chemicals and/or hazardous materials shall consult the SDS and labels prior to the use of chemicals and hazardous materials. 14.14.1.5. Each respective contractor/subcontractor shall be responsible for maintaining their own Hazard Communications Program, list of chemicals and hazardous products, SDS, and training. Copies shall be provided to Whiting -Turner for any site -specific issues. 14.15. Health Hazard Controls: 14.15.1. Accident/Incident Prevention: 14.15.1.1. It shall be the responsibility of each and every personnel to inspect his/her work area before each shift and periodically throughout the day to ensure a safe work area. If any personnel feel their area is unsafe, they shall report this to their supervisor immediately. 14.15.1.2. The job site shall be inspected daily by the job -site foreman to ensure a safe working environment. 14.15.1.3. All machines, tools, materials, or equipment that is deemed to be unsafe shall be locked and tagged out, as to render them inoperable, and shall be removed from the job site. 14.15.1.4. Only qualified personnel shall operate equipment. 14.15.2. Housekeeping: 14.15.2.1. All forms and/or scrap lumber with protruding nails and other hazardous debris shall be kept clear of all work areas, passageways, and stair, in and around building and construction activities. 331Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 14.15.2.2. Combustible scrap and debris shall be removed at regular intervals as required. 14.15.2.3. Containers for disposal of waste shall be provided by the contractor. If flammable or hazardous materials require disposal, appropriate containers will be provided. Waste shall be disposed of at frequent and regular intervals. 14.15.3. Means of Egress: 14.15.3.1. In every occupied building or structure, exits shall be arranged so as to provide free and unobstructed egress from all areas of the building structure or construction site. No locks or fastening devices may be used if they prevent the free escape of personnel during emergency situations. 14.15.3.2. Exits shall be marked by a readily visible sign in all cases where the exit or the way to reach an exit is not visible to the occupants. 14.15.3.3. All exits shall be maintained and kept free from obstructions. 14.16. Housekeeping 14.16.1. Clean -as -you -go practices are required. 14.16.2. Sort and organize material, sweep daily, and standardize activities to aid in the elimination of storage of excess/unused material in active work areas 14.16.3. Work that may temporarily block emergency exits, safety showers, elevators, corridors, and hallways will require prior Whiting -Turner approval. 14.16.4. Materials stored in the vicinity of the area where work is performed should be limited to only those materials that will be used in the same shift. 14.16.5. Any material stored in a work area longer than 24 hours must be approved by Whiting - Turner. 14.16.6. Gang boxes, toolboxes, and sea containers/conex boxes shall not have materials stored on top of them. 14.16.7. All chemicals brought on site must be approved by Whiting -Turner. 14.16.8. The user of the chemical must provide Whiting -Turner an SDS prior to bringing the substance on site. 14.16.9. Chemical/gas cylinders (welding, purging, leak detection cylinders, etc.) must be secured. 14.16.10. All dedicated chemical storage areas must have safety data sheets (SDS) available at the storage location. 14.17. Mobile Elevated Work Platform 341Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.17.1. Employees must keep both feet on the floor of the basket; use of guardrails to gain additional height is prohibited on Whiting -Turner project sites. 14.17.2. Where aerial and scissor lifts are used on concrete slabs, any floor depressions or grade changes are required to be barricaded to restrict travel onto that area. 14.17.3. The area(s) below the basket or platform of aerial lifts shall be cordoned off using reinforced danger tape —or something of equivalent or greater tensile strength —and by using signage to identify the overhead hazard when a potential for falling objects exists 14.17.4. Field modifications are not allowed on aerial lifts. Aerial lifts shall not be used to hoist, raise, or position material outside of the platform or basket unless manufactured to do SO. 14.18. Motor Vehicles and Mechanize Equipment 14.18.1. Equipment: 14.18.1.1. Whenever the equipment is parked, the parking brake shall be set. Equipment parked on inclines shall have the wheels chocked and the parking brake set. 14.18.1.2. All cab glass shall be safely glass, or equivalent, that introduces no visible distortion affecting the safe operation of any machine. 14.18.2. Motor Vehicles: 14.18.2.1. Tools and materials shall be secured to prevent movement when transported in the same compartment with personnel. 14.18.2.2. Vehicles used to transport personnel shall have seats firmly secured and adequate for the number of personnel to be carried. 14.18.2.3. All motor vehicles shall be equipped with seat belts, and these seat belts shall be worn by personnel at all times during operation. 14.18.3. Material Handling Equipment: 14.18.3.1. These rules apply to the following types of earth moving equipment: loaders, crawler or wheel tractors, bulldozers, graders, agricultural and industrial tractors, and similar equipment. 14.18.3.2. Seat belts shall be provided on all equipment covered by this section except as follows: 14.18.3.2.1. Equipment which is designed only for standup operation. 14.18.3.2.2. Equipment which does not have roll-over protective structure or adequate canopy protection. 351Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.18.3.3. All earth moving equipment mentioned in this section shall have a service braking system capable of stopping and holding the equipment fully loaded. 14.18.3.4. All equipment shall have backup alarms which shall be maintained and operable at all times in which the equipment is backing up. 14.18.4. Site Clearing: 14.18.4.1. Personnel engaged in site clearing shall be protected from hazards of irritant and toxic plants and suitably instructed in the first aid treatment available. 14.18.4.2. All equipment used in site clearing operations shall be equipped with ROPS. 14.19. Personal Protective Equipment 14.19.1. Protective equipment, including personal protective equipment for eyes, face, head, and extremities, protective clothing, respiratory devices, protective shield and barriers, and fall protection equipment shall be the contractor/subcontractor 's responsibility to oversee the proper use of such equipment by their personnel as the job dictates. Personnel of second tier contractor/subcontractor s, suppliers, and owner shall also be responsible to oversee the proper use of such equipment by their respective personnel. 14.19.2. Prescription eyeglasses and sunglasses that do not comply with ANSI Z87.1 are prohibited. 14.19.3. Aluminum hardhats, and bump caps are not permitted on Whiting -Turner projects. 14.19.4. For security and identification purposes, all hardhats shall display the contractor/subcontractor name and/or decal identifying the employer as well as the employee's name. 14.19.5. Employees exposed to electrical voltages of 600 V or greater shall wear hardhats that meet the requirements of ANSI Z89.2 type Hardhats 14.19.6. Hand protection is required when employee's hands are exposed to hazards such as those from skin absorption of harmful substances, cuts or lacerations, abrasions, punctures, chemical burns, thermal burns, and harmful temperature extremes. 14.19.7. High visibility vests/gear are required by each person on site. 14.19.8. Long pants and shirts with at least a 4" sleeve is required. Shorts, cut offs, tank tops, and net shirts are not permitted. 14.19.9. All personal protective equipment shall be of safe design and construction. 14.19.10. Where personnel provide their own protective equipment, respective employers shall be responsible to assure that equipment is in adequate condition to provide the designed protection 361Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.19.11. Specific tasks requiring additional eye, face protection or goggles may be required by personnel as listed here for example but are not limited to the following: 14.19.11.1. Concrete placement. 14.19.11.2. Using a powder actuated device. 14.19.11.3. During some demolition tasks. 14.19.11.4. Metal grinding. 14.19.11.5. Welding and cutting operations. 14.19.11.6. Cutting operations regardless of material type. 14.19.12. Shorts, tank tops, and loose clothing are not permitted to be worn by personnel on the job site 14.19.13. For ALL fall hazards that are equal to or greater than 6', fall protection must be provided. This includes all trades and tasks. Fall protection equipment including personal fall protection equipment, systems, and hardware shall be provided by The Whiting -Turner Contracting Company for all its personnel. contractor/subcontractor s, suppliers, and the Owner shall provide fall protection equipment, systems, and hardware for their respective personnel as required. Employees shall be trained in the proper use of fall protection equipment, systems, and hardware. 14.19.14. Respirators and protective coverings shall be issued by Whiting -Turner, contractor/subcontractor s, suppliers, and owner to their respective personnel and utilized by personnel in all instances that require such. Training shall be provided in the proper use, fit, and care of respirators and protective coverings and documented on file for future reference. 14.20. Scaffolds 14.20.1. Contractor/subcontractor whose employees will need to access a scaffold system for work shall have a competent person present to inspect and sign off on the scaffold prior to the start of work each day. 14.20.2. Employees erecting or dismantling a scaffold are required to utilize appropriate fall protection at heights six (6) feet or above unless proven to be infeasible or more hazardous as determined by their company's competent person. 14.20.3. All scaffolds, including carpenters' bracket scaffolds, over six (6) feet in height shall have guardrails on all open sides. If guardrails cannot be used on a walking/working platform, contractor/subcontractors are required to use another means to protect employees from a fall. 14.20.4. Cross -braces are not considered to be an adequate guardrail (fall protection) system and shall not be used as a top or mid rail on Whiting -Turner projects. 371Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 14.20.5. Contractors shall utilize a scaffold tag system. The scaffold tag system shall be color coded and visible. The competent person shall inspect the scaffolding system before each work shift. The competent person shall sign and date the scaffold tag. 14.20.5.1. Green tags are reserved for complete systems 14.20.5.2. Red tags are reserved for erection/dismantling activities and for scaffolds with deficiencies in the system 14.20.5.3. Yellow tags are reserved for systems that require the use of both PFAS and guardrail systems for incomplete scaffold systems or platforms. 14.21. Signs, Signals and Barricades 14.21.1. All caution and danger tape used on Whiting -Turner project sites shall be of the reinforced type and shall be supplemented with a tag/label affixed with the responsible parry's name, company, contact number, and potential hazard. 14.21.2. All flagmen shall be trained on appropriate procedures before controlling traffic, as required by the Manual on Uniform Traffic Control Devices (MUTCD) and any municipal or state guidelines. 14.21.3. All flagmen shall utilize sign paddles and shall be outfitted with high visibility garments, as required by current ANSI standards. All PPE and traffic control equipment shall be outfitted with reflectorized material for night work as required by current ANSI standards. 14.22. Stairways and Ladders 14.22.1. All aluminum and commercially manufactured wooden ladders shall not be used on Whiting -Turner projects. 14.22.2. Fall protection shall be considered by the competent person if employees work from a ladder 6' or more above a lower level and are exposed to a fall. 14.22.3. Employees working on ladders must be at least one and a half times the height of the ladder away from any perimeter, shaft, stairway, and opening where the fall distance exceeds 6' without employing additional means of fall protection. 14.22.4. Subcontractors shall provide ladders with duty ratings that meet the needs of their employees. Workers are required to select ladders that are capable of safely supporting their weight and the weight of their tools. 3 8 1 P a g e © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.23. Steel Erection 14.23.1. Fall protection provided by the steel erector shall remain in the area where steel erection activity has been completed to be used by other trades; if / when Whiting -Turner accepts and takes custody of the system. 14.23.2. All tradespersons, including connectors, engaged in steel erection activities on a walking/working surface with an unprotected side or edge more than six (6) feet above a lower level shall be protected from fall hazards by a conventional fall protection method. 14.23.3. Roof penetrations are to be made only when equipment is ready to be installed. 14.23.4. Safety latches on hooks shall not be disengaged or made inoperable. 14.24. Welding and Cutting 14.24.1. A Hot Work Permit must be completed daily by each contractor/subcontractor performing all welding, burning/cutting operations. 14.24.2. Contractor/subcontractors are responsible for providing a fire watch and a charged, 201b ABC dry chemical fire extinguisher for each welding and burning activity. 14.24.3. A fire watch is always required to remain in place during the hot work activity and for a minimum of one half (1/2) hour after the welding or burning operation has been completed. 14.24.4. Additional permits may be required by the local Fire Department and will be at the contractor/subcontractor's expense. 14.24.5. All shields shall be compatible with a hardhat. 14.24.6. Welding and Cutting of Hazardous Materials: 14.24.6.1. Before welding, cutting, or heating is commenced on any surface covered by a preservative coating whose flammability is not known, a test shall be made to determine its flammability. 14.24.6.2. Preservative coatings shall be removed a sufficient distance from the area to be heated to ensure any temperature increase of the unstripped metal will not be appreciable. 14.24.7. Transporting, moving, and storing compressed gas cylinders. 14.24.7.1. All cylinders shall be considered in storage at the end of each shift; cylinders must have gauges removed and caps in place. 14.24.7.2. Valve protection caps shall be in place and secured. 391Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: ClB1355B-E201-4271-B542-287E85F502F1 14.24.7.3. Personnel shall inspect all hoses and connectors periodically throughout the day. Any damaged or defective items shall not be used and should be removed from the job site. 14.24.7.4. When cylinders are hoisted, they shall be secured on a cradle, sling board, or pallet. They shall not be hoisted or transported by means of magnets or choker slings. 14.24.7.5. When cylinders are transported by powered vehicles, they shall be secured in a vertical position. 14.24.7.6. Unless cylinders are firmly secured on a special carrier intended for this purpose, regulators shall be removed, and valve protection caps put in place before cylinders are moved. 14.24.7.7. A suitable cylinder truck, chain, or other steadying device shall be used to keep cylinders from being knocked over while in use or in storage. 14.24.8. Placing cylinders: 14.24.8.1. Cylinders shall be kept far enough away from the actual welding or cutting operation so that sparks, hot slag, or flame shall not reach them. When this is impractical, fire resistant shields shall be provided. 14.24.8.2. Cylinders shall be placed where they cannot become part of an electrical circuit. 14.24.8.3. Cylinders containing oxygen or acetylene, or other fuel gas shall not be taken into confined spaces. 14.24.9. Treatment of cylinders: 14.24.9.1. Cylinders whether full or empty shall not be used as rollers or supports. 14.24.9.2. Smoking shall be prohibited wherever cylinders are stored, handled or used. 14.24.9.3. Areas containing hazardous gas in storage shall be appropriately placarded. 401Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 15. Activity Hazard Analysis Procedures: 15.1. This procedure is developed to preplan project work activities and thereby minimizes the opportunities for accident/incidents when the work is actually done. 15.2. Each definable feature of work will be analyzed by the company and crew assigned to perform the work. The work activity will be broken down into small steps where notes will be made concerning the potential for accident/incident/injury during the work and the planned method of preventing the accident/incident/injury. 15.3. Each contractor/subcontractor will prepare an Activity Hazard Analysis (AHA) specific for the definable feature of work which will be reviewed and discussed at the preconstruction meeting and with the crew prior to the start of work. 15.4. Below is a preliminary listing of the project's definable features of work. An AHA will be prepared for each definable feature of work and AHA's may also be used for topics for weekly Tool Box Talks. Definable Feature: Temp Protection Work Earthwork New Storm/Sanitary/Water/Other Utilities Selective Paving Paving and Surfacing Ornamental Metal Fences and Gates Site Furnishings Seeding & Sodding Landscape Concrete Formwork Concrete Reinforcement & Embeds Cast -in -Place Concrete 41 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 AL Al� I& Structural Steel Erection Structural Steel Connections Metal Fabrications Masonry Rough Carpentry Finish Carpentry Wood Framing Architectural Woodwork Sheet Membrane Waterproofing Building Insulation Air Barrier Systems Sheet Metal Flashing and Trim Roofing — TPO & Standing Seam Metal Roof Accessories Applied Fireproofing Firestopping Joint Sealants Steel & Aluminum Doors & Frames Flush Wood Doors Access Doors and Panels Coiling Doors and Grilles Aluminum Entrances © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 421Page DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 AL Aluminum Window Wall Metal -Framed Skylights Doors Hardware Glass & Glazing — Frames Glass & Glazing — Glass Gypsum Board Tile Acoustical Ceilings Athletic Flooring Wood/Resilient Flooring Carpet Painting & Finishing Accessories — Display Boards / Cases / Corner Guards / Flagpoles Toilet Compartments Toilet Accessories Cubicle Curtains and Tracks Signage Lockers — Metal / Plastic Fire Protection Specialties Partitions — Folding Miscellaneous Specialties Audiovisual Equipment © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved 431Page DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 I& A Stage Drapery & Rigging Foodservice Equipment — Rough -in Foodservice Equipment — Installation Residential Appliances Blinds & Shades Lightning Protection Security Intrusion Detection Digital, Addressable Fire Alarm System Hangers/Supports/Sleeves — Fire Suppression Hangers/Supports/Sleeves — Plumbing Hangers/Supports/Sleeves — HVAC Insulation — Plumbing Piping Insulation — HVAC Piping — Plumbing Piping — HVAC Piping — Fire Suppression Wet -Pipe Piping — Fire Suppression Dry -Pipe Piping — Sanitary and Waste Piping — Storm Piping — Water Piping — Refrigerant Piping — Natural Gas 441Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 J& Duct — HVAC Electric -Drive, Centrifugal Fire Pumps Pressure Maintenance Pumps Controllers for Fire -Pump Drivers Water Closets / Urinals / Lavatories / Sinks / Showers Pressure Water Coolers Condensing Boilers Air -Cooled Refrigerant Condensers Air Handling Units Unit Heaters Heat Tracing for HVAC Piping Air Terminal Units Diffusers, Registers, and Grilles HVAC Controls Testing, Adjusting, Balancing Hangers/Supports/Sleeves — Electrical Conductors & Cables Raceways & Boxes Wiring Devices Lighting Control Devices Electricity Metering Packaged Engine Generators 451Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 AL I& Enclosed Switches & Circuit Breakers Transfer Switches Enclosed Controllers Underground Electrical Service Switchboards Panelboards Low -Voltage Transformers Interior Lighting Exterior Lighting Exterior Landscape Lighting Sound and Intercommunications System Cabling for Telephone and Data 461Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 16. Spill Prevention and Containment Plan 16.1. Purpose This policy has been developed to protect the environment by preventing spills and leaks from occurring, or minimizing the impact, during the course of construction. This plan is also written to meet regulatory & client requirements along with best practices adopted at the HCA Behavioral Health Hospital — Fort Worth Project relating to Spill Prevention and Containment Plan (SPCP) and the Storm Water Pollution Prevention Plan (SWPPP). Contractors/subcontractors shall develop their own contingency plans for spills to prepare for spill situations arising from their operations. 16.2. Planning and Preparation -Spill Kits Each trade having vehicles, equipment, or chemicals on -site or responsible for the handling or installation of equipment containing chemicals (radiators, batteries, etc.) on site shall have the appropriate resources for spill prevention and abatement. 16.2.1. Standard spill kit contents should include, but are not limited to: 16.2.1.1. Pads, booms, pillows, and/or granular/powder absorbents 16.2.1.2. Gloves, goggles, apron 16.2.1.3. Dustpan and hand broom 16.2.1.4. Poly disposal bags and labels 16.2.2. Absorbent materials should be appropriate to the types & volume of chemicals/products used or stored, or that contractors are otherwise responsible for. 16.2.3. Universal Sorbents 16.2.3.1. Absorb all types of water -based and oil -based liquids 16.2.3.2. Ideal where many types of liquids are present or in use such as cutting fluids, lubricants, and coolant 16.2.3.3. Not appropriate for a spill kit for work that is near a creek area, bar ditch, pond, or where water may otherwise be standing or flowing 16.2.4. Oil -Only Sorbents 16.2.4.1. Absorb all petroleum -based liquids and repel water 16.2.4.2. Will float on water and absorb oil/fuel products 16.2.5. Hazmat Sorbents 16.2.5.1. Specifically designed and intended for use with aggressive fluids such as acids and bases 471Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 16.2.5.2. Acid neutralizing or amalgamation powders should also be on hand to deal with battery or mercury spills, or stand-alone spill kits should be available 16.2.6. Spill Kit Materials Contained in Vehicles & Equipment 16.2.6.1. To minimize the potential impact of a spill, contractors should keep sorbents (boom, pad, granular, etc.) in vehicles and equipment to immediately abate the flow of any spilled material. As an alternative option, spill kits may be maintained in the immediate work area or close proximity to work operations where vehicles or equipment are in operation. 16.3. Fuel and Chemical Storage Each company or contractor/subcontractor storing chemicals or fuels on the HCA Behavioral Health Hospital — Fort Worth Project site is responsible for safe storage meeting recognized best management practices (BMP's) and specific requirements meeting Federal, State and Local requirements. 16.3.1. Fuels, chemicals, and chemical storage tanks must be approved by Whiting -Turner before arriving on -site 16.3.2. All fuels stored in quantities greater than 5 gallons shall be contained/stored within a secondary containment unit or double -wall tank 16.3.2.1. Truck mounted transfer tanks are authorized when properly secured in or on truck bed and used in accordance with manufacturer requirements. Transfer tanks shall not be used in any other manner or method. 16.3.3. Fuel storage should be located away from areas that may be accessed by vehicles/ equipment or protected from vehicle equipment damage by "jersey barriers"/"k-rails", bollards, or other substantial protection approved by Whiting -Turner 16.3.4. Fuel and chemical storage is only authorized in areas designated by Whiting -Turner. 16.3.5. Fuel cans are to be a metal -type safety can with flame arrestor 16.3.6. Fuel cans when not in use shall be stored in an approved flammable locker/cabinet, grounded per manufacturer requirements 16.3.7. Fuel and chemical storage areas shall have the appropriate number and type of fire extinguishers based on the size, configuration, and fuels or chemicals stored in the location(s) specified per OSHA requirement 16.3.8. Fuel storage areas are to have a spill kit in the immediate area 16.3.9. A catch pan should be utilized to capture small leaks when fueling 481Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 16.3.10. Fuel or chemical drums stored on site shall be placed on containment pallets with a cover over the storage area to prevent rainwater collection 16.3.10.1. Water -based floor sealers and concrete curing compounds are exempted from this requirement 16.3.11. Chemicals may not be stored within any building without consent from the Whiting - Turner superintendent. Chemicals in the building are restricted to immediate use, within 24 hours, and must have signage affixed identifying the chemical/product, hazards, the responsible contractor, contact information. Proper barricades must be in place to prevent inadvertent contact or spills and to prevent work over the area. 16.3.12. See CFR 1926.152 and NFPA 30 for additional requirements 16.4. Tank truck loading/unloading (40 CFR 112.7(h)) Tank truck unloading procedures shall meet the minimum requirements and regulations established by the Department of Transportation in 49 CFR 177 Subpart B which are summarized below. 16.4.1. No product shall be unloaded unless the hand brake is securely set and all other reasonable precautions (i.e., wheel chocking) are taken to prevent motion of the tank truck. 16.4.2. No smoking or any other sources of spark or flame will be allowed in the vicinity of the unloading operation. 16.4.3. Unless the engine of the tank truck is to be used for the operation of a pump, no product shall be unloaded while the engine is running. 16.4.4. No product shall be unloaded until all bonding and grounding requirements have been met. 16.4.5. A minimum of two (2) people will be present during unloading to visually observe transfer operations. At a minimum this will include the delivery driver and a responsible designated person from the contracting company purchasing the fuel. 16.4.6. Drip pans, catchment basins, or absorbent materials will be used where small drips and spills occur. Spill kits are commonly carried on the delivery truck. Spill kits are available at several locations on the site. 16.4.7. Each tank truck will be visually inspected prior to departure to prevent accidental/incidental disconnection of flexible transfer lines. 16.4.8. Significant spillage will be handled by outside contract assistance as needed. 16.4.9. All vehicles entering the facility shall be warned not to endanger aboveground piping or other oil transfer operations. 491Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 16.5. Maintenance Procedures Vehicle and equipment maintenance on the construction site can easily pose environmental risks if adequate precautions are not taken. Maintenance on vehicles and equipment shall only be conducted by qualified, designated persons to minimize the potential for error, injury, and spills. contractor/subcontractor s are responsible for service trucks and maintenance conducted to ensure work is conducted with controls in place to capture or minimize spills. When performing work on fuel or hydraulic systems, changing fuel/oil filters, radiators, and other components that have the potential to leak or bleed during maintenance procedures, the following controls shall be in place. 16.5.1. Notification of service work is to be given before work commences to responsible trade 16.5.2. Personnel performing maintenance have emergency contact information in the event of a spill or work is supervised by the contractor/subcontractor /subcontractor 16.5.3. Maintenance personnel are to be instructed on the requirements of this program and their associated duties/responsibilities 16.5.4. Designated maintenance areas do not currently exist at the HCA Behavioral Health Hospital — Fort Worth Project, but maintenance is NEVER to be conducted adjacent to any creek, stream, ditch, or other waterway 16.5.5. Plastic sheeting or catch pans properly positioned under equipment 16.5.6. Spill kit materials in service truck or within a short distance of the area in which work is being performed\ 16.5.7. Any spilled material onto sheeting or into secondary containment shall be immediately cleaned up with absorbent material and properly disposed of by the service contractor/subcontractor or taken to the HCA Behavioral Health Hospital — Fort Worth Site waste collection point 16.6. Spills Each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project is responsible for any spills as a result of their work operations, vehicles, equipment, or fuels/chemicals brought on site or otherwise responsible for. Any spill of petroleum product or chemical requires notification to Whiting -Turner Superintendent and EH&S Manager immediately after spill is abated, and sooner if assistance is required. Spill Response Procedures from HCA Behavioral Health Hospital — Fort Worth SPCP Plan 16.6.1. Secure the area and identify the spilled material using the container label and/or the SDS. 16.6.2. If material is flammable, bring an appropriate fire extinguisher into the area. 16.6.3. Turn off any operating equipment in the area. 501Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Fq 16.6.4. Notify Whiting -Turner Superintendent who will help determine the appropriate course of action. 16.6.5. If a fire or other serious emergency occurs, follow the emergency response procedures for fire and evacuation. 16.6.6. Responders should use gloves, boots, safety/goggles and other personal protective equipment as necessary. Do not work alone. 16.6.7. Spills of hydraulic fluid, oil and other petroleum products should always be cleaned up immediately to prevent discharge of these fluids with storm water runoff. Use booms, pads, pillows, rags or other absorbent material contained in the spill kit. 16.6.8. Spill kits are available on the site. Spill kits shall be provided by each contractor/subcontractor on the HCA Behavioral Health Hospital — Fort Worth Project. 16.6.9. Soil or other media that has been contaminated with petroleum or other pollutants should be excavated or removed to prevent contaminated discharges from reaching a property boundary or creek. Petroleum contaminated soil should be cleaned up and disposed of properly. Scoop up the material with appropriate equipment into a compatible leak -proof container or drum. Storage containers should be kept closed, clean, and free of oily residue. 16.6.10. Initially label the container with a general description of the contents. Contact the Emergency Coordinator responsible for the tank for proper EPA and DOT Labels and disposition. 16.6.11. Any reusable equipment used with flammable material should be cleaned and allowed to dry in a well -ventilated area away from heat, flame or spark. 16.6.12. Replenish all spill response equipment used during the event. 16.6.13. Complete a Spill Report Form and submit to Whiting -Turner Safety. 16.7. Spills to Waterways Spills to creeks, streams, bar ditches, surface water, or other waterway are generally considered the most severe type of spill situation, and all personnel must understand the importance of planning and response to avoid a catastrophic environmental situation. Oil-only/floating booms shall be placed and secured on the water, downstream, to prevent migration off site. Whiting - Turner EH&S Manager must be contacted immediately after spill is abated, or sooner if assistance is required. Spills to waterways can be disastrous and cleanup for the affected contractor(s) can be incredibly difficult and expensive. 16.7.1. Develop of list of onsite contractors or personnel who may be able to assist. 16.7.2. HCA Behavioral Health Hospital — Fort Worth Spill Response Contractor Contacts 51 JPage © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 16.7.3. The services of a spill response contractor/subcontractor should be retained, or service agreement planned and developed to expedite spill cleanup response. 16.7.3.1. TBD 16.8. Cleanup 16.8.1. The abatement of the spill, including removal of contaminated soil, and confirmation of cleanup soil samples shall be taken for any spills not on a paved surface. Whiting -Turner requires over -excavation of the spilled area to ensure all contaminated soil/screenings are fully removed. Soil samples are to be taken after excavation of the area has been completed. Plastic sheeting may be placed over the excavated area to prevent runoff, contamination of adjacent areas, and to ensure accurate results are obtained. Proper disposal of the soil/screenings is to be completed by a certified waste hauler. 16.8.2. Disposal of small quantities of labeled & bagged sorbents or small quantities of bagged contaminated soil may be taken to the collection area provided by the subcontractor. Antifreeze, petroleum, and battery acid contaminated material will NOT be accepted on - site. 16.9. Training 16.9.1. All employees at the HCA Behavioral Health Hospital — Fort Worth Project will receive awareness -level instruction on the importance of spill prevention and reporting. Spill procedures will be covered periodically in site safety focus meetings by Whiting -Turner. It is however the responsibility of the contractor/subcontractor to train -to -competency competent persons for spill response, and all employees on the following: 16.9.1.1. The importance of spill prevention and protection of the environment 16.9.1.2. Spill reporting procedures for their company and emergency contacts 16.9.1.3. Where spill kits are located and what the contents are 16.9.1.4. Spill response procedures, what types and quantities of spills employees may abate and the safety procedures to do so 521Page © Copyright 2019 The Whiting -Turner Contracting Company All Rights Reserved DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EMERGENCY ACTION PLAN Job Site Name and Number: #019474- HCA Behavioral Health Hospital - Fort Worth Site Address: 9000 North Freeway, Fort Worth, TX 76244 This plan was prepared by: Name: Krvstal Atcheson-Todd Title: Superintendent Signature: Date: 1/5/2023 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Purpose: • This plan is for the safety and well-being of the employees working at HCA Behavioral Health Hospital - Fort Worth It identifies necessary management and employee actions during Fires and other Emergencies. Education and training must be provided so that all employees know and understand the contents of the Emergency Action Plan. Location of Plan: • Each Trade Supervisor has been provided a copy of this plan. A copy will also be maintained at the Whiting -Turner Contracting Company Field office. • Any questions concerning this plan should be directed to the plan preparer Krystal Atcheson-Todd Emergency Policy: • It is the policy of this Project that all employees should evacuate the building in case of Fire or other Life Threating Emergency. Alarm System and Notification of Emergencies: • In an emergency, employees will be notified by the following means of notification: 3 Airhorn Blasts This system should provide warning for necessary emergency action and sufficient time for safe evacuation of employees from the work place. 2 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Escape Procedures and Exit Routes: All exits will remain unlocked and unobstructed during work hours. All employees must exit the building in an orderly manner. • The following Company Employees will leave the building through EXIT#1: Q All workers will exit out of the closest exit M • The following Company Employees will leave the building through EXIT#2: Q All workers will exit out of the closest exit Eel Diagrams of the various exit routes will be posted prominently in the work space and are attached to this plan. 3 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Reporting Emergencies: An employee, upon discovering an emergency situation, shall immediately notify other employees in the area of the situation and sound on appropriate alarm. As soon as safely possible, the situation shall be reported to Whiting -Tuner Field Office and the appropriate outside emergency personnel. Type of Emergency: Contact: Phone Number: Fire Fort Worth Fire 911 Medical Emergency Fort Worth EMS 911 Electric Hazard Tri-County Electric Coop. 817-444-3201 Bio-Hazard Fort Worth Fire 911 Other Tornado/Severe Storm 2 Air Horn Blasts These Emergency Numbers Shall Be Prominently Posted Near Each Telephone 4 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Within this Field Office, the following personnel have the duty to ensure that outside emergency personnel have been contacted. They are also responsible for coordinating with outside emergency personnel on the scene and provide direction to the site of the emergency. These personnel are listed in descending order of availability: Name: Phone Number: 1. Krystal Atcheson-Todd 469-304-8882 2. Dusty Roberts 3. Field Engineer 4. 5 682-206-8150 TBD DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Accounting for On -site Employees: After exiting the building, all employees are to assemble for "roll - call" at the following location: Trailer Complex The following personnel are responsible for ensuring that that their employees comply with this requirement, conducting the "roll -call" and reporting to Whiting Turner Contracting Company or the outside personnel the last known location of any missing employees. Name: • Foremen's Names: 2 Company: DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Rescue and Medical Duties: The following personnel are trained and certified in both CPR and general First Aide. In case of a Medical Emergency, they are available to assist until the outside emergency personnel reach the scene. Name: Krystal Atcheson-Todd Company: Whiting Turner Phone #: 469-304-8882 Name: Dusty Roberts Company: Whiting Turner Phone #: 682-206-8150 Name: Company: Phone #: Name: Company: Phone #: DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Critical Operation Shut -down: In order to minimize the damage or danger from a Fire or other Emergency, this Project has determined that certain critical operations should be shutdown immediately. The following personnel are responsible for shutting down the listed critical operations: Name: Company: Tri-County Electric Cooperative - 817-444-3201 Critical Operation: Electrical Power Name: Company: Atmos - 1-866-322-8667 (Emergency Line) Critical Operation: Natural Gas Name: Company: Critical Operation: Name: Company: Critical Operation: M. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Further Information: Any suggestions, comments, or questions for improvement of this plan should be directed to: Name: Krystal Atcheson-Todd Phone#: 469-304-8882 9 DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 �{� eet p`� Ae�r� N � GATE #1 EX. PUBLIC 12" WATERLINE X-20561 / 'y _$50.00' PROP. 10" PRIVATE LOOP— H�g - _ _ L=377.26 T=191.79 CB=N '44'31 1 u 6 66��0j q G 6 G .00 sop 72 _ 1 � 1 Temporary Construction Road EX. PUBLIC 12 GATE #2 . / i i PROP. PRIVATE E SANITARY SEWE u EXIT #; v PROP. PRIVATE SANITARY SE\ CLEANOUT (r r :j PROP. 3" DOMESTICI WATER LIN . rl i I. . DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 EXHIBIT K WT UTILITY AVOIDANCE POLICY SC34 Rev. 112115 Document Generated from CMiC DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 UTILITY LOCATIONP AVOIDANCE POLICY Effective Date: 06/01 /2019 All Whiting -Turner Project teams shall ensure that the following protocols for underground utility location are adhered to on all Whiting -Turner Job Sites. There are no exceptions to this protocol unless by written petition approved and signed by a Whiting -Turner Senior Vice President. Any petition to gain exception to this protocol shall include a detailed discussion stating why the protocol is being deemed unnecessary and 100% assuredness that every direct buried and encased utility has been located. Whiting -Turner Team Implementation Notify and schedule a preconstruction meeting three (3) weeks in advance of excavation work. Required attendees of this meeting shall be as follows: • Whiting -Turner Project Manager and Lead Superintendent • Subcontractor's excavation authorized competent person • Subcontractor's operator(s) • Utility locator Representatives of owners/design teams, with direct knowledge of existing underground conditions Utility company representatives (on public property) DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 Protocol Whiting -Turner shall: • Conduct the Excavation/Utilities Subcontractor Preconstruction Review using Whiting -Turner's form as the agenda of the meeting • Conduct a walk/discussion of the work area with all required parties • Assure at completion of the meeting, all parties sign the form where applicable All contractors whose work involves excavations or trenching shall be required to: • Attend and participate in Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction review resulting in completion of Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review form • Provide Vacuum Truck potholing services at required intervals prior to disturbing any soil • Ensure Excavation Equipment Operator(s) attendance for Whiting -Turner's Excavation/Utilities Subcontractor Preconstruction Review, site walk and Excavation Equipment Operator's/Utility Avoidance Orientation • Notify 811 call centers to have utilities identified and marked by utility provider or private locator. • Once utilities are identified and marked, locate all utilities by potholing method utilizing a vacuum truck(s). Utilities that will be continuously encountered must be located again at the following frequency: • Direct burial utilities must be relocated every 50 feet • Utilities encased must be relocated every 100 feet • Ensure that all their Equipment Operators involved in utility excavation work attend the Whiting -Turner Excavation/Utilities Subcontractor Preconstruction Review, Site Walk and Excavation Equipment Operator's/ Utility Avoidance Orientation • Ensure that all their Operators set up and start the digging process following rules and requirements as listed in the Excavation Equipment Operators/Utility Avoidance Orientation If work is suspended for 3 weeks, or if conditions change, the forms and operator orientation must be reviewed by all responsible parties prior to restarting work DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 UTILITY LOCATION/ AVOIDANCE SUBCONTRACTOR PRECONSTRUC Whiting -Turner lead superintendent and project manager wi on items below Job Name: Activity Start Date: Activity Start Time: Excavation Subcontractor: Location of Excavation: Excavation Purpose: Date: Activity End Date: Activity End Time: Sub -tier Contractors: 1. Place check marks in boxes next to utilities that are known and marked on provided as built drawings. ❑ Electric ❑ Gas ❑ Tele/Data ❑ Water ❑ Sanitary Sewer ❑ Cable ❑ Steam Line ❑ Other: In addition to the check marks that were placed above, circle any utilities that could potentially be present as unidentified in the work area(s). 2. Which of the following will be utilized to provide underground utility identification? ❑ Subcontractor authorized person: ❑ State Locator (MISS Utility, Call Before You Dig, etc.); Ticket #: ❑ Private 3rd Party Locator: 3. After utilities are marked on this date a representative from the Owner, Whiting -Turner, Excavation Subcontractor, Utility Locator and the Equipment Operator(s) will walk the work area to review and discuss where known and potentially unknown utilities may be located prior to commencement of soil disturbing activities. 4. Name of excavation subcontractor authorized competent person responsible for reviewing as -built drawings, interpreting marks left by locators, identifying all services to buildings, consulting maps, field sketches, and surveying the site for additional signs and curb markings. Name: Title: 5. Name of excavation subcontractor authorized competent person responsible for ensuring that all persons involved in the work (including equipment operators) are aware of safe work practices and procedures to perform the work? Name: Title: Contact # 6. Name of Vacuum Truck company the excavation subcontractor will use to perform vacuum potholing. Name: Contact: DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 UTILITY LOCATION/ AVOIDANCE Potholing for reoccurring direct buried utilities is required every 50 feet Potholing for reoccurring encased utilities is required every 100 feet 7. If a utility strike or other emergency occurs, name the subcontractor authorized competent person who will be responsible for notifying the appropriate emergency contact personnel listed below: All utility valve and switch whereabouts and shut down procedures must be identified and known. Prior to start of work, list the location of each applicable valve or switch so that access is immediate in case of emergency. Electric: Name of Contact: Contact #: Water: Name of Contact: Contact #: Gas: Name of Contact: Contact #: Steam: Name of Contact: Contact #: Fire: Contact# Name of Contact: Contact #: Whiting -Turner Lead Superintendent: Contact #: 8. Care must be taken to prevent non -construction personnel from entering work areas. What type of barricades will you as the excavation subcontractor be utilizing to ensure that the work area is isolated from non -construction personnel? 9. If the work will take place next to adjacent buildings, the subcontractor authorized competent person must ensure that exhaust and dust does not enter building air intakes. What methods will you as the excavation subcontractor be utilizing to control this exposure? 10. Attach copies of as -built drawings, documentation of interpreting marks left by locators, consulting maps/field sketches, models and any other information utilized to predetermine potential utility locations and services to the building. 11. Prior to backfill of excavation, subcontractor must verify and provide Whiting -Turner Superintendent with utilities GPS locations and depths. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 UTILITY LOCATION/ AVOIDANCE Subcontractor Representatives: Company Name: Name (Print): Signature: Name (Print): Signature: Name (Print): Signature: Date: Date: Subcontractor's Excavation Operator Representatives: Company Name: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Operator Name (Print): Date: Signature: Whiting -Turner Representatives Whiting -Turner Project Manager (Print): Date: Signature: Whiting -Turner Superintendent (Print): Date: Signature: This review has been conducted for the work, days and times listed above. Any change in operation will require a new review conducted by affected parties prior to start of new work. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI It is Whiting -Turner's policy that every reasonable effort be taken to eliminate recognized hazards from our operations. In the construction industry, utility -related incidents continue to occur on nearly a daily basis. In an effort to help avoid these types of occurrences, Whiting -Turner has created an excavation equipment operator/utility avoidance orientation to heighten awareness of potential known hazards associated with these activities. Every operator involved, plays an instrumental role in performing these tasks safely and avoiding unplanned strikes of buried utilities. To assist operators in accomplishing these tasks in a safe manner, Whiting -Turner has developed guidelines to follow when performing excavation work near existing utilities on Whiting -Turner project sites so that hazards to operators, fellow workers and the public in general can be avoided. Operator rules and requirements for avoidance of direct buried utility strikes It is this Whiting -Turner Project Team's expectation that all excavation equipment operators will make every reasonable effort to avoid strikes of direct buried utilities while working on this project site. Whiting -Turner considers this as a condition of working on this project site. Name of subcontractors authorized competent equipment operator responsible for working on this Whiting -Turner project site: • Company: • Name: • Name: • Name: Prior to disturbing soil, you as the equipment operator shall: • Ensure that you have the required skill and experience to operate the equipment that you will be using to perform the work. • Inspect your equipment to ensure that all aspects of the equipment are functioning properly. • Ensure that you are familiar with how all equipment responds when operating it. • Familiarize yourself with site surroundings, landmarks, marks, existing utilities, etc. • Actively participate in the preconstruction meeting discussions and job walks. DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 UTILITY LOCATION/ AVOIDANCE OPERATOR ORIENTATI1 When Digging Commences: • Ensure that you have good visibility (i.e., clear glass, no obstacles and no glare). • Pay close attention to the marks the locater has provided. Do not deviate from these marks. • Make slow, deliberate movements when operating equipment. Do not get in a hurry and/or make quick orjerky movements during operation. • Do not use machinery to dig within 48 inches of a marked utility line. Once this boundary is reached, stop the equipment, rest the bucket on the ground, take your hands off the control levers and wait to receive direction to proceed from your designated authorized competent person. • Do not attempt to remove spoils by making sweeping motions with equipment bucket when within the 48-inch boundary of the located utility marks. • Do not try to break hard ground by using the bucket to repeatedly impact the ground. • Utilize the bucket that has the least likelihood of striking and damaging a utility line. • Utilize spotters when necessary. Ensure that spotters are always within your sight and out of danger of being struck by your equipment. • Dig parallel to lines removing six (6) inches of soil or less per pass. • Pay close attention to depths of differing utility lines. • Stay focused. Do not engage in anything distracting while sitting behind the controls of the equipment. • Do not smoke near or on the equipment. • Do not leave the seat of running equipment. • Backfill carefully. Do not drop rocks or clods on exposed utilities. • Make sound decisions based on well thought outjudgments. • If unsure of how to proceed safely, stop and seek guidance from your supervisor. By signing below, you acknowledge that Whiting -Turner's Excavation Equipment Operator/Utility Avoidance Orientation has been discussed with you. I understand and agree to follow all rules and requirements as discussed. Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: Company Name: Date: Operator Signature: Operator Printed Name: DocuSign Envelope ID: C1B1355B-E201-4271-B542-287E85F502F1 DISCLAIMER The information contained in this Policy is not intended to serve as a substitute for the exercise of good engineering judgment by the engineers nor as a substitute for determinations made by contractors/subcontractors of appropriate manner and methods of operations and safety aspects of work under their control. This Policy is also not intended to be all inclusive or replace a contractor's or subcontractor's corporate safety plan and/or site -specific safety planning and is not intended to, nor shall it, supersede any more stringent federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. All contractor's and subcontractor's site -specific safety planning must meet or exceed the requirements of the Whiting -Turner's EH&S program and this Policy, the contract documents and all federal, state, local and other applicable laws, codes, rules, regulations, and/or practices. In the event of any conflicts between the material contained therein and any more stringent laws, codes, rules, regulations, and/or practices, the more stringent laws, codes, rules, regulations, and/or practices shall govern. This Policy and all information contained therein is confidential and intended for the sole use of contractors and subcontractors on Whiting -Turner projects. Contractors/subcontractors are prohibited from distributing this information to any third parties. The Whiting -Turner Contracting Company expressly disclaims warranties for the information contained in this Policy and makes no representation to third parties regarding the reliability, suitability, correctness, or completeness of such information. Whiting -Turner assumes no responsibility or liability and shall not be responsible and/or liable for damages or losses of any kind, including but not limited to direct, indirect, incident, exemplary, special or consequential damages or losses, arising from, attributable to and/or resulting from the use of such information by third parties however caused and on any theory of liability, whether in contract, strict liability or tort. A�CC> L> CERTIFICATE OF LIABILITY INSURANCE I OATEfMMiD61YYYY) 8/14/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER I GUN NAME: Janet Janet Shepard Tucker Agency, Ltd. I PHONE Ext). (817) 336-8520 I (AAICC, Not: P O Sox 2285 I -MAIL janet@tuckeragency.com ADDRESS: INSURERIS) AFFORDING COVERAGE NAIL Ft. Worth TX 76113 �INSURER A:Amerisure Mutual Insurance Co 23396 INSURED INSURER B:Amerisure Insurance Company 19488 Wrangler Concrete Construction, LLC IINSURER C: 1JI INSURER D : 204 McAlister Rd. jINSURERE: Burleson TX 76028 IINSURERF: COVERAGES CERTIFICATE NUMBER:23-24 All Lines REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD IND#GATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OFANY CONTRACT OR OTHER DOCUMENT VNTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN lS SUBJECT TOALLTHETERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR CADDL SUBR POLICY EFF POLICYEXP TYPE OF INSURANCE LTR IfiSD WVD POLICY NUMBER (MMMDNY(Y) iMMIDDNYYYi I LIMITS X COMMERCIAL GENERAL LIABILITY = 10 A CLAIMS -MADE OCCUR X XCU included CPP1385796 X Contractual Liability GEN'LAGGREGATE LIMITAPPUES PER: PRO- POLICY JECTTOO OTHER: AUTOMOBILE LIABILITY A X ANYAJTO ALL OWNED SCHEDULED CA1385785 AUTOS AUTOS i NON -OWNED HIREDAUTOS ALTOS X UMBRELLA LIAB H OCCUR B EXCESS LIAB CLAIMS -MADE DIED I X I RETENTION S 0 LU1385787 WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ANY PROPf;1ErORlPARTNE:PJEXEGUTIVE N /A OFFICERIMEMBER EXCLJOLO? A (Mandatory in NH) WC1385788 If yes, describe under DESCRIPTION OF OPERATIONS below EACH OCCURRiNCE $ 1,000,000 I DAMAGE TO RENTED 1,000,000 f PREMISES (Ea occurrence) $ 3/14/2023 3/14/2024 MED EXP (Any one Person) $ 10,000 PERSONAL & ADV INJURY S 1,000,000 IGENERAL AGGREGATE $ 2,000,000 (PRODUCTS-COMPIOPAGG $ 2,000,000 COMBINED SINGLE LIMIT $ 1, 000, 000 fEa accident) _ BODILY INJURY (Per person) S 3/14/2023 3/14/2024 BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ Wor accident) EACH OCCURRENCE $ 5,000,000 (AGGREGATE $ 5,000,000 3/14/2023 3/14/2024 g CERH_ X !PER I I STATUTE ! E.L. EACH ACCIDENT $ 1,000,000 3/14/2023 3/24/2024 I E.L. DISEASE - EA EMPLOYEE $ 11000,000 E.L. DISEASE- POLICY UMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES [ACORD 101, Additional Remarks Schedule, may he attached if more space is required) Project: HCA Fort Worth - CPN 104380 Additional insured if required by written contract applies to General Liability and Auto policies.General Liability additional insured includes ongoing and completed operations if required by written contract.Coverage provided is primary and non-contributory if required by written contract.Waiver of subrogation applies to General Liability, Auto and Workers Compensation policies if required by written contract. All policies include blanket 30 day notice of cancellation except for non-payment of premium if required by written contract.Umbrella policy is follow form. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Forth Worth THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 200 Texas St, Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE Tracy Tucker/JANET I © 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014101) The ACORD name and logo are registered marks of ACORD INS025 (201401) Bond No. 8050154 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 00G219-1 MAINTENANCE BOND Page 1 of 5 That we Wrangler Concrete Construction, LLC , known as "Principal" herein and Amerisure Mutual Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, HCA Healthcare, authorized to do business in Texas ("Developer) and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of sixty thousand six hundred ninety eight Dollars and fifty one cents ($60,698.51), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number <CFA 23-0003>;and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 14th day of August 20 23 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as MHCA Behavioral Health Hospital - Unit IV: Paving Improvements; and CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTSCPN 104105 Revised January 31, 2012 "CA Behavioral Health Hospital Unit IV: Paving Improvements CPN 104380 006219-2 MAINTENANCE BOND Page 2 of S 1 2 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 3 accordance with the plans, specifications and Contract Documents that the Work is and will 4 remain free from defects in materials or workmanship for and during the period of two (2) years 5 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and R. 7 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 8 receiving notice from the Developer and/or City of the need thereof at anytime within the 9 Maintenance Period. 10 11 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 12 any defective Work, for which timely notice was provided by Developer or City, to a completion 13 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 14 full force and effect. 15 16 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 17 noticed defective Work, it is agreed that the Developer or City may cause any and all such 18 defective Work to be repaired and/or reconstructed with all associated costs thereof being 19 borne by the Principal and the Surety under this Maintenance Bond; and 20 21 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 22 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 23 Worth Division; and 24 oil CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROfECTSCPN 104105 Revised January 31, 2012 HCA gehaviorai Health Hospital - Unit IV: Paving Improvements CPN 104380 006219-3 MAINTENANCE BOND Page 3of5 1 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 2 recoveries may be had hereon for successive breaches. 4 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCPN 104105 Revised January 31, 2012 HCA Behavioral Health Hospital - Unit IV. Paving improvements CPN 104380 006219-4 MAINTENANCE BOND Page 4 of 5 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 14th day of Aueust 3 2023 . 4 5 6 7 8 9 10 11 12 13 ATTEST: 14 15 16 17 (Principal) Secretary 18 19 20 21 22 23 24 25� J �� 26 Witness as to Principal 27 28 PRINCIPAL: Wrangler Concrete Construction, LLC r BY: Signature Name and Title Address: 204 McAlister Road Burleson, TX 76028-0901 CITY OF FORT WORTH HCA Behoviora! Health Hospital - Unit IV: Poving Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 006219-5 MAINTENANCE BOND Page 5 of 5 SURETY: Amerisure Mutual Insurance Company BY: Si atire Steven Tucker, Attorney -in -Fact ATTEST: Name and Title Address: (Surety) Secretary 121 N Rayner Street Fort Worth, TX 76111 817/336-8520 Witness as to Surety Telephone Number: *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by --laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH HCA Behavioral Health Hospital - Unit IV: Paving Improvements STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTSCPN 104105 CPN 104380 Revised January 31, 2012 AMERISURE AMERISURE MUTUAL INSURANCE COMPANY ;�- URETY AMERISURE INSURANCE COMPANY AMERISURE PARTNERS INSURANCE COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company are corporations duly organized under the laws of the State of Michigan (herein collectively the "Companies"), and that the Companies do hereby make, constitute and appoint TRACY TUCKER, STEVEN TUCKER, KEVIN J. DUNN, W. LAWRENCE BROWN BENNETT BROWN AND ROBERTA H. ERB of Tucker Agency, Ltd. its true and lawful Attorney(s)-in Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge, for and on its behalf and as its act and deed, bonds or others writings obligatory in the nature of a bond on behalfofeach ofsaid Companies, as surety, on contracts or suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of - ONE HUNDRED MILLION ($100,000,000.00) DOLLARS This Power of Attorney is granted and signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company at meetings duly called and held on February 17- 2022. "RESOLVED, that any two ofthe President & Chief Executive Officer, the Chief Financial Officer & Treasurer, the Senior Vice President Surety, the Vice President Surety, orthe General Counsel & Corporate Secretary be, and each or any of them hereby is authorized to execute, a Power of Attorney qualifying the attorney -in -fact named in the given Power of Attomey to execute on behalf ofthe Company bonds, undertakings and all contracts of surety, and that President & Chief Executive Officer, Cbief Financial Officer & Treasurer or General Counsel & Corporate Secretary each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal ofthe Company; FURTHER RESOLVED, that the signature of such officers and the seal ofthe Company may be affixed to any such Power of Attorney or to anycertificate relating thereto electronically/digitally or by facsimile, and any such Power of Attorney or certificate bearing such electronicldigital or facsimile signatures or electronicidigital or facsimile seal shall be binding upon the Company when so affixed and in the future with regard to any bond, undertaking or contract ofsurety to which it is attached; FURTHER RESOLVED, that any work carried out by the attomev-in-fact nurs taut to this resolution shall be valid and binding upon the Company." suRA Rs IN TGA.,," :Ua �ppR.q�9ti;- ,=�Q,.�RpCR.g��F'•: �Michael A. Ito, Senior Vice President Surety ¢; V fi.n SEAL SEAL -W: SEAL N'.. 2000 ba i ICH c=. 1968 a; �i�A� By. `_ter'- 2000 :o€ �C_HIGP aa3'•• ,ry 10.,,A yy 1 b Aaron Green, Vice President Sure ty y�J� IN WITNESS WHEREOF, Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company have caused their official seals to be hereunto affixed, and these presents to be signed by their authorized officers this 26th day of April 20 23 Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company State of Illinois County of Kane On this 26th day of April 20 23 before me, a Notary Public personally appeared Michael A. Ito_ of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company and Aaron Green of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power ofAttomey as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. (`� OFPCI LBEAL �/� 1 • tii-�� M nNNY NDUW PUBLIC, EnArE OF �uJNpls M.Kenny, Notary Public Mr COMMt9BION B70�IPE51?Jp4f2oE5 I, Christopher M. Soaude, the duly elected Chief Financial Officer & Treasurer of Amerisure Mutual Insurance Company, Amerisure Insurance Company and Amerisure Partners Insurance Company, do hereby certify and attest that the above and foregoing is a true and correct copy of a Power of Attorney executed by said Companies, which remains in full force and effect, IN WITNESS WHEREOF, I have set my hand and affixed the seals ofthe Companies this 14th day of August 2023 Christopher M. Spaude, Chief Financial Officer & Treasurer - AMERISURE SURETY Texas Important Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Amerisure Surety's toll -free telephone number for information or to make a complaint at: 1-800-257-1900 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights, or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P.O. Box 12030 Austin, TX 78711-2030 Fax: (512) 490-1007 Web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Amerisure Mutual Insurance Company Amerisure Insurance Company Amerisure Partners Insurance Company P.O. Box 9098 Farmington Hills, MI 48333-9098 AVISO 1MPORTANTE Para obtener informacion o para presentar una queja: Usted puede llamar al namero de telefono gratuito de Amerisure Surety's para obtener informaci6n o para presentar una queja al: 1-800-257-1900 Usted puede comunicarse con el Departamento de Se-guros de Texas para obtener informacibn sobre com-panias, coberturas, derechos, o quejas al: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a: P.O. Box 12030 Austin, TX 78711-2030 Fax: (512) 490-1007 Sitio web: www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTES POR PRIMAS DE SEGUROS O RECLAMACIONES: Si tiene una disputa relacionada con su prima de seguro o con una reclamaci6n, usted debe comunicarse con la compaiiia primero. Si la disputa no es resuelia, usted puede comunicarse con el Departamento de Seguros de Texas. AD3UNTE ESTE AVISO A SU POLIZA: Este aviso es solamente para prop6sitos informativos y no se con-vierte en parte o en condici6n del documento adjunto. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion .......................................... 12.01 Contractor's Warranty of Title ........... 12.02 Partial Utilization ................................ 12.03 Final Inspection ................................... 12.04 Final Acceptance ................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations............................................................................................................... 35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. B Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 1 O PART 3 - EXECUTION [NOT USED] 1 1 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised December 20, 2012 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Pagel of4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104380 Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104380 Revised July 1, 2011 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4. No additional contract time will be given for substitution. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the City's opinion, acceptance will require substantial revision of the original design d. In the City's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104380 Revised July 1, 2011 01 25 00 - 4 SUBSTITUTION PROCEDURES EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Address Date Telephone For Use by City: Approved City Not recommended Received late By Date Remarks Date Rejected CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104380 Revised July 1, 2011 0131 19- 1 DAP PRECONSTRUCTION MEETING Pagel of 3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the 28 distribution package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment j j . Questions or Comments CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised August 30, 2013 0131 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 1 1 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page I of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED[ 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August 30, 2013 1 2 SECTION 01 33 00 DAP SUBMITTALS 3 PART 1 - GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 el 21 22 23 24 25 26 27 28 29 1.1 SUMMARY A. Section Includes: 01 33 00 - 1 DAP SUBMITTALS Page 1 of 10 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 a 32 33 01 3300-2 DAP SUBMITTALS Page 2 of 10 b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 01 3300-3 DAP SUBMITTALS Page 3 of 10 a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 i 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 33 00 - 4 DAP SUBMITTALS Page 4 of 10 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 M 20 21 22 23 24 25 26 27 28 29 30 31 32 33 01 3300-5 DAP SUBMITTALS Page 5 of 10 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 01 3300-6 DAP SUBMITTALS Page 6 of 10 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 I 13 14 15 16 17 18 19 20 21 22 23 24 25 29 30 31 32 33 34 35 01 3300-7 DAP SUBMITTALS Page 7 of 10 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 01 3300-8 DAP SUBMITTALS Page 8 of 10 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 01 3300-9 DAP SUBMITTALS Page 9 of 10 1 1) All subsequent reviews will be performed at times convenient to the City 2 and at the Contractor's expense, based on the City's or City 3 Representative's then prevailing rates. 4 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 5 all such fees invoiced by the City. 6 c. The need for more than 1 resubmission or any other delay in obtaining City's 7 review of submittals, will not entitle the Contractor to an extension of Contract 8 Time. 9 7. Partial Submittals 10 a. City reserves the right to not review submittals deemed partial, at the City's 11 discretion. 12 b. Submittals deemed by the City to be not complete will be returned to the 13 Contractor, and will be considered "Not Approved" until resubmitted. 14 c. The City may at its option provide a list or mark the submittal directing the 15 Contractor to the areas that are incomplete. 16 8. If the Contractor considers any correction indicated on the shop drawings to 17 constitute a change to the Contract Documents, then written notice must be 18 provided thereof to the Developer at least 7 Calendar Days prior to release for 19 manufacture. 20 9. When the shop drawings have been completed to the satisfaction of the City, the 21 Contractor may carry out the construction in accordance therewith and no further 22 changes therein except upon written instructions from the City. 23 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 24 following receipt of submittal by the City. 25 L. Mock ups 26 1. Mock Up units as specified in individual Sections, include, but are not necessarily 27 limited to, complete units of the standard of acceptance for that type of Work to be 28 used on the Project. Remove at the completion of the Work or when directed. 29 M. Qualifications 30 1. If specifically required in other Sections of these Specifications, submit a P.E. 31 Certification for each item required. 32 N. Request for Information (RFI) 33 1. Contractor Request for additional information 34 a. Clarification or interpretation of the contract documents 35 b. When the Contractor believes there is a conflict between Contract Documents CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 01 33 00 - 10 DAP SUBMITTALS Page 10 of 10 1 c. When the Contractor believes there is a conflict between the Drawings and 2 Specifications 3 1) Identify the conflict and request clarification 4 2. Sufficient information shall be attached to permit a written response without further 5 information. 6 7 8 9 FA 12 13 14 15 16 17 18 19 20 21 22 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - Developer Awarded Projects CPN 104380 Revised August 30, 2013 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department of Transportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 £ Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. (Coordination with North Central Texas Council of Governments Clean 20 Construction Specification [remove if not required]) 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 28 1.2 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 01 35 13-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 0131 13 43 E. Water Department Coordination CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 11 to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis, prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 G. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers (USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in each designated 20 permit. 21 1. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes, but is not limited to, provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 J. Dust Control 37 1. Use acceptable measures to control dust at the Site. 38 a. If water is used to control dust, capture and properly dispose of waste water. 39 b. If wet saw cutting is performed, capture and properly dispose of slurry. 40 K. Employee Parking 41 1. Provide parking for employees at locations approved by the City. 42 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 43 Construction Specification [if required for the project] 44 1. Comply with equipment, operational, reporting and enforcement requirements set 45 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13 — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 -6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: NOTICE OF CONSTRUCTION THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 2 3 4 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 EXHIBIT B FORT WORTH Date: DOE NO. xxxx Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised March 20, 2020 CPN 104380 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute I hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised March 20, 2020 CPN 104380 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised JULY 1, 2011 CPN 104380 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised JULY 1, 2011 CPN 104380 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised JULY 1, 2011 CPN 104380 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised JULY 1, 2011 CPN 104380 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A.Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A.Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httDs:HaDDs.fortworthtexas.gov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included onCity's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CPN 104380 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 0170 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE 4/7/2014 NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application Page 4 of 4 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 5 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.2.A.1.b.1 9 2. Added 1.2.A.1.b.2 10 3. Modified 1.2.A.2.b.I 11 4. Added 1.2.A.2.b.2 12 5. Modified 1.9.A.1-3 13 6. Modified 1.9.13.2-3 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Construction Staking 20 a. Measurement 21 1) This Item is considered subsidiary to the various Items bid. 22 b. Payment 23 1) Unit Price - The work performed and the materials furnished in accordance 24 with this Item are subsidiary to the various Items bid and no other 25 compensation will be allowed. 26 2) Lump Sum Price - Work associated with this Item is included in the 27 total lump sum price. 28 2. Construction Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) Unit Price - The work performed and the materials furnished in accordance 33 with this Item are subsidiary to the various Items bid and no other 34 compensation will be allowed. 35 2) Lump Sum Price - Work associated with this Item is included in the 36 total lump sum price. CITY OF FORT WORTH STANDARD CONSTRUCTION HCA Behavioral Health Hospital SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS CPN 104380 Revised December 20, 2012 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 5 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS 4 A. Submittals, if required, shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 7 A. Certificates 8 1. Provide certificate certifying that elevations and locations of improvements are in 9 conformance or non-conformance with requirements of the Contract Documents. 10 a. Certificate must be sealed by a registered professional land surveyor in the 11 State of Texas. 12 B. Field Quality Control Submittals 13 1. Documentation verifying accuracy of field engineering work. 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Construction Staking 1. Construction staking will be performed by the City Contractor. 2. Coordination a. Contaet G:t- ' z 1-4 b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished b c4ty• b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to re - stake the deficient areas. pay the City for- new staldng with a 25 per-een mar-kup. The eost for- staking will be dedueted from the payment due to the Contr-aetor- for- the Pr-ojeet-. B. Construction Survey 1. Construction Survey will be performed by the Qt-y -Contractor. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS Revised December 20, 2012 HCA Behavioral Health Hospital CPN 104380 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 5 d. Contractor shall restore or replace any control data reeds to be ,-est r-ed or- r-eplaeed due to damage caused during construction operations. 1) City shall peFfor-m r-epineements and/or- restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor shall will need to ensure or -Hindu,, ; maintainedwith the moo -perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor shall will need to ensure eoor-dination is maintained with the City o perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points ' use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for- tunneling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS Revised December 20, 2012 HCA Behavioral Health Hospital CPN 104380 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 5 1 3) Lines and grades were used to establish the location of the pipe 2 4) Submit to the City copies of field notes, if requested, used to establish all 3 lines and grades and allow the City to check guidance system setup prior to 4 beginning each tunneling drive. 5 5) Provide access for the City, when requested, to verify the guidance system 6 and the line and grade of the carrier pipe on a daily basis. 7 6) The Contractor remains fully responsible for the accuracy of the work and 8 the correction of it, as required. 9 7) Monitor line and grade continuously during construction. 10 8) Record deviation with respect to design line and grade once at each pipe 11 joint and submit daily records to City. 12 9) If the installation does not meet the specified tolerances, immediately notify 13 the City and correct the installation in accordance with the Contract 14 Documents. 15 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 APPLICATION 25 3.5 REPAIR / RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD [OR] SITE QUALITY CONTROL 28 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 29 City in accordance with this Specification. 30 B. Do not change or relocate stakes or control data without approval from the City. CITY OF FORT WORTH STANDARD CONSTRUCTION HCA Behavioral Health Hospital SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS CPN 104380 Revised December 20, 2012 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 5 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 9 10 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson CITY OF FORT WORTH STANDARD CONSTRUCTION HCA Behavioral Health Hospital SPECIFICATION DOCUMENTS — WATER FACILITY PROJECTS CPN 104380 Revised December 20, 2012 017423-1 DAP CLEANING Pagel of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Exterior (Site or Right of Way) Final Cleaning 22 1. Remove trash and debris containers from site. 23 a. Re -seed areas disturbed by location of trash and debris containers in accordance 24 with Section 32 92 13. 25 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 26 that may hinder or disrupt the flow of traffic along the roadway. 27 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 28 junction boxes and inlets. 29 4. If no longer required for maintenance of erosion facilities, and upon approval by 30 City, remove erosion control from site. 31 5. Clean signs, lights, signals, etc. 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 38 39 40 CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 104380 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize inconsistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104380 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Pagel of4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that fixture search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2-PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] f►�►4•;7 �CK� ' 1 1 IZ�111u I �I�Y�F.� A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE 4/7/2014 NAME M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS HCA Behavioral Health Hospital Revised April 7, 2014 CPN 104380 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH HCA Behavioral Health Hospital STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104380 Revised July 1, 2011 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: October 21, 2020 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) ' ` 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/1)792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1126199 33 05 13 HOPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System er - a1V1 Tors & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowti[e ASTM 3153 Non -traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area 1 EI Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 1 33 05 13 IMaoholc Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASFITO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH165IFWN & MH16502 30" Dia 07/19/1 t 3305 13 30" Dia. MH Ring and Cover Star Pipe Products NIH32FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 3305 13 30" Dia. MH Ring and Cover, (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSFITO MI 05 & ASTM A536 30" Dia 1 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lack 0111111 33 OS 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1� 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Semmpore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. wer - Manholes & Bases/Precast Concrete (2ev 33 39 10 Manhole, Precast Concrete 1/8/13 Hydro Conduit Corp SPL Item 449 ASTM C 478 41" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. hic. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldeastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced PolymeriCo tcrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 1 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas ASTM C-478; ASTM C-923; 03/07/23 33 3920 Manhole, Precast Concrete AmeriTex Pi a and Products, LLC 48" & 10" I.D. Manhole w/32" Cone ASTM C-443 03/07/23 33 3920 IManhole, Precast (Reinforced Pol er) Concrete P3 Polymers, RockHards 48" & 60" I.D. Manhole w/32" Cone 04/28/07 IManholc, Precast (Reinforced Polymer) Concrete Amitcch USA Meyer Polycrete Pipe Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitious — EI-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Relmer MSP E1-14 Manhole Rehab Systems AP/M Permaform 4120101 E I-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Mise. Use * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approv pec No./ IManufacturer Model1. National Spec Water &Sewer - an o es Bases/Rehab Svstems/NonCementitiousI mmmmw` 05/ 00/96 E1-14 Manhole Rehab Systems Sprayroa, Spray Wall Polyurethane Coating ASTM D639/D790 I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications » v�33 nu�pP�ooung aPi ay��e.,eaaigolloull- x `Structures 03/19/18 I 39 20� Coating for Corrosion orotection(Exterim) Sherwin Williams Grade (Asohatic Emulsion) Only I 33 05 13 Manhole Insert ME Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 3305 13 Manhole Insert Scuthwestcon Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I I 7111 ara e�Sewer - Pine Casim Spacers 33-05-24 (07/01/13) I 04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI IO2/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI I04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers I09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" I09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Cmin Spacers Up to 48" I 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainleas Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Nonyressme Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 PEW I Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/13) I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thrn 24" OS/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thrn 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thin 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I INEK I ewer - Coatinss/EDoxv 33-39-60 (01/08/13) I 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 21 ORS LA County 9210-1.33 I 12/14/01 Epmv Lining System Ertech Technical Coatings Ertcch 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I I INNE Sewer - Coatings/Polvurethane I I Sewer - Combination Air Valves I I 05/25/18 I 33-31-70 Air Release Valve A.R.I. USA, Inc. D121LTP02(Compwite Body) 2" I I Sewer - PiDes/Concrete I I E I-04 Conc, Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I E I-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL item ASTM C 76 I IE I-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pine Enlargment Svstem (Method)33-31-23 (01/18/13). I PIM Corporation Polyethylene PIM Corp., Fiscal, Way, N.J. Approved Previously �Plmswim McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Treachless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer- PiDe/Fibere as)x s Wnforced/33-31-13(1/8/13) I Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM D3262/D3754 I 7/21 /97 33 31 13 Cent. Cast Fiberglass (FRP) I 03/22/10 33 31 13 Fiberglass It,. (FRP) Ameroa Bondstrand RPMP Pipe AST-.3262-3154 I 04/09/21 33 31 13 Glass -Fiber Reinforced Polviner Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pioe (FRP) Future Pine Industries Fiberstron¢ FRP ASTM D3212. ASTM D3681. ASTM D4161. AW WA M45 Sewer - PiDe/Polvmer Pine 4/14/OS Polvmer Modified Concrete Pioe Amnech USA Mover Polycrete Pipe ASTM C33, A276, F477 8" tp 1112", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pioe ASTM C-76 I I I �PiDes/HDPE 33-31-23(1/8/13) * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water Department on a proiect specific basis. Special bedding may be required for some Updated: 03/07/2023 I ' ihdsity polyethylene pipe Phillips Dnswpipe, Inc Opticore Ductile Polyethylene Pipe ASTM D 1248 8" I * High -density polyethylene pipe �I'ii�gh_d_msitv PIexco Inc. ASTM D 1248 8" * High -density polyethylene pipe Polly Pipe, Inc. ASTMD 1248 8" polyethylene pipe CSR Hydro CondmUPipelme Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PiDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-1� DR -Id PVC Pressure Pipe Apelife Jetstream PVC Pressure Pipe AWWA C900 4"thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thin 12" 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thin 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thin 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer P�Re P,qq life Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Sohd Wall Pipe Doamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 11" * 33-31-20 PVC Sewer Fittings Plastic Trends, Ina.(Westlake) Gasketed PVC Sewer Main Finings ASTM D 3034 1 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 1 3/19/2018 33 3120 PVC Sewer Pre Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 1 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 1 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 1 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26/35 PS 115/46 ASTM F-679 18"- 36" * _ Cured in Place I'm In if— Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envionech Group National Liner, (SPL) Item #27 ASF-1216/D-5813 05/29/96 Cured in Place Pipe Remolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pioes/Rehab/Fold & Form Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insimfimn Technologies, Inc. Insim "NuPIPe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - PiDes/ODen Prot -de Larixe Diameter i 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Up -or ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SamTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval Spec I on 1W Manufacturer Model1. National Spec Water - Aoour�enancesgig -10 (07/Ol/13)qM Pr Ol/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2"SVC,up to 24 "Pipe 08/28/02 Double Strap Saddle Smith Blair 4317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Stra Service Saddle Mueller Company DR2S Double SS Stra DI Saddle W AWWA C800 1"-2" SVC, u to 24" Pipe 03/07/23 33-12-10 Double Soup Service Saddle Powerseal 3450AS, Inc. Corp. Stop, Dbl Spur, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 610UM, 6100TM and 6101M 1 h" and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 1/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. -2-7-L AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB600-4-NL, FB1600-4-NL, Bt 1-444-WR- 1111018 33-12-1. Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 I " 13-25000N, B-24277N-3, B-20200N-3, H- AWWA C800, ANSF 61, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 _ B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-1. Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-112" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 I" 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. 4406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) 1CM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DFW Plastics lnc. DFW39C-12-lEPAFFTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 and Gaskets r Water - Combination Air Release 33-31-70 (01/08/13) 1 E I -I I Au Release Valve GA Industries, Inc. Empve Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" &W21' * EI-11 [ourbiration ombmation Au Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" EI-11 ombination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water 4WRarrel Fire Hvdrant 10/Ol/87 E-1-12 Dry Barrel Fire Hydrant American -Darting Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.1.7 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 t0/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AW WA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMastu 5CD250 I 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List CITY OF FORT WORTH FORT WORTH. WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval IModel INational Water -Pines/PVC(Pressure Waterl33-31-70(01/08/13) W MEL M` —AL I 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Pinelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 3311 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" I 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacnrring Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 3311 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ° 16"-24" 9/6/2019 3311 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Weatlake) DR18 AWWA C900 16"-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 3311 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - Pines/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) I 77/1/107/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Finings AW WA C153 & C110 I * EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittiq @ AWWA C 110 I * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Unlmes Division Mechanical Joint Finings, SSB lass 350 AWWA C 153, C 110, C III I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Finings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Finings AW WA C153 4"-12" I 05/14/98 E1-07 Ductde Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" I 11/09/04 E1-07 Ductde Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" I I 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to I" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, hic. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA CI11/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA C111/C153 12" to 24" I I 08/10/98 E1-07 MI Fiffir IP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interim Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" I I 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stmgrip Series 3000 ASTM A536 AW WA CI I I I EZ Grip Joint Restraint (EZD) Black For DIP 03/19/18 33-1141 Mechanical Joint Remmer Glands SIP Industries(Serampore) ASTM A536 AW WA CI I I 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DRl4 PVC Ape ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) �` vuP, V11i. nn, oa„ �,.1.�`VJ nGLL �V1 �J°✓ ASTM A536 AW WA CI11 16"-24" I �ffk/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15). I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" I 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" I I 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" I I 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" I I 10/24/00 E1-26 Resilient Wedge Gate Valve American Plow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" I I 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" I I01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller I I * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" I I E1-26 Resilient Seated Gate Valve M&H 4" - 12" I I * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" I I 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" I I 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller I 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AW WA C515 42" and 48" I 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" I 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AW WA C515 16" I 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AW WA C515 24" and smaller I 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient We Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Nora 3) 05/08/91 E1-26 Resilient Seat Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Meinesea1250, regwremerts SPL #74 3" to 16" 11/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ F1owMa uer Gat. Valve & Box.s 08/24/18 I Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List FORT WORTH® Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 1S inch diameter shall be approved for use by the Water basis. for some Updated: 03/07/2023 I * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" I * E1-30 Rubber Seated ButterFly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve De ik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing Com. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water�ne Encasement 33-11-10 (01/08/13) 05/12/OS EI-13 Polyethylene Encasment Fl-aol Packaging Fulton Enterprises AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 mil LLD Water - Samolint= Station 03/07/23 33 12 50 Iwatcr Sam lin Station I Eclipse Number 88, 12-inch Depth of Bur As shown in spec. 33 12 50 ot/21/20 Water - Automatic Flusher Automated Flushing System Mueller Hydrogaud HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 99700 (Portable) * From Original Standard Products List FORT WORTHS; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big D Concrete 5/2/2023 32 13 13 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Borneo Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Borneo Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 4/1/2023 03 34 16 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix 9/9/2022 03 30 00 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps OIJAF382 1000 psi Concrete Base Material for Trench Repair 40CNF065 4000 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paving DIOOO0001737 4500 psi Concrete for Hand Placed Paving DIOOO0001791 4500 psi Concrete for Hand Placed Paving DIOOO0001793 4500 psi Concrete for Hand Placed Paving 1310000001103 4500 psi Concrete for Hand Placed Paving D IOOO0002107 4500 psi Concrete for Hand Placed Paving DIOOO0001273 4500 psi Concrete for Hand Placed Paving DIOOO0001617 3600 psi Concrete for Machine Placed Paving DIOOO0008381 4500 psi Concrete for HES Paving DIOOO0009857 50 psi Flowable Fill - CLSM DIOOO0001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter DIOOOOO1043S 3000 psi Concrete for Sidewalks, Curbs DIOOOOO1565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps DIOOOOO1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking DIOOO0001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking DIOOO0001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking DIOOO0001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking DIOOO0001685 4000 psi Concrete for Valve Pads DIOOO0005751 750 Psi Concrete Base for Trench Repair D 10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 psi Concrete for High Early Strength Paving CM14520AE 4500 psi Concrete for Hand Placed Paving 452065-1 4500 psi hand placed paving 450065-1 4500 psi hand placed paving 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 30U1O1AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 08Y450BA 800 psi Concrete Mix for Base for Trench Repair OIY690BF 100 psi Concrete Mix for Flowable Fill lOYH50BF 1000 psi Concrete Base Material for Trench Repair FWCC602021 4500 psi concrete for Hand Placed Paving FWCC552091 3600 psi for Machine Placed Paving FWCC602091 3600 psi for Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls, Wingwalls 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix for Sidewalks 3759 3000 psi Concrete Mix for Sidewalks 1502 150 psi Concrete for Flowable Fill-CLSM 1518 150 Psi Concrete for Flowable Fill-CLSM 5642 4000 psi Concrete for Storm Drain Structures 6595 5000 psi Concrete Mix for High Early Strength Paving 6589 4500 psi Concrete Mix for High Early Strength Paving C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete (Continued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-INC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1 OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 3000 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable filFCSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 3413 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/l/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R216IK70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 5/3/2023 03 3000 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/l/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 8/30/2023 03 30 00 Mix Design Martin Marietta R2141 R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q214IR27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 9/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 7/10/2023 03 30 00 Mix Desing Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 7/10/2023 32 13 13 Mix Design Osbum 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOJ11524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix FOCIO021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OJ11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 30 00 Mix Design Redi-Mix 10LI1524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OL115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix 1 OJ11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 30 00 Mix Design Redi-Mix 10KI 1524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11507 4500 psi (2600 psi (& 24 his.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 10MI 1504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10KI15C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10LI15C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 30 00 Mix Design Redi-Mix 80LI 15135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix 10NI15136 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HISS Paving FORT WORTHS; CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model National Approval Concrete(Continued) No. Spec 10/10/2022 03 3000 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi (a) 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi (& 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations As palt Pavia 9/9/2022 32216 1� Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 11/26/2022 32 12 16 Mix Design 12/5/2022 33 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 12 16 Mix Design Detectable WarniuP, Surface 9/9/2022 32 1320 DW$ - Pavers 9/9/2022 32 1320 DWS - Pavers 9/9/2022 32 1320 DWS - Composite 9/9/2022 32 1320 DWS - Composite 4/7/2023 32 1320 DWS - Pavers Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface Austin Asphalt DA513135965 PG64-22 Type D Fine Surface Austin Asphalt FT5B117965 PG64-22 Type B Fine Base Austin Asphalt FTHH39965 PG64-22 Type B Fine Base Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base Reynolds Asphalt 1901D PG64-22 Type D Fine Surface Reynolds Asphalt 1112B PG64-22 Type B Fine Base Reynolds Asphalt 1612B PG64-22 Type B Fine Base Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface Sunmount Paving 340DV6422 PG64-22 Type D Fine Surface Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base Surmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base TXBIT 37-211305-20 PG64-22 Type B Fine Base TXBIT 44-211305-17 PG64-22 Type B Fine Base TXBIT 211305 (1757) PG64-22 Type B Fine Base TXBIT 222475 (1857) PG64-22 Type D Fine Surface TXBIT 29-222475-19 PG64-22 Type D Fine Surface TXBIT 1-222475-20 PG64-22 Type D Fine Surface TXBIT 64-224125-18 PG70-22 Type D Fine Surface TXBIT 12-222475-19 PG64-22 Type D Fine Surface Pine Hall Brick (Winston Salem, NC) Tactile Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers Engineered Plastics, hic. (Williamsville. Armor Tile ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Silicone Joint Sealant 9/9/2022 132 1373 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Pecom 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Cmfco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 3305 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 10/8/2020 3305 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dial ASTM A536 AASHTO M306 **Note. All new development and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx3-405-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx3-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-4X4-409-PRECAST-TOP (Size - TX T) ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-4X4-409-PRECAST-BASE (Size - TX T) ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-5X5-410-PRECAST-BASE (Size - TX T) ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6') ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-IOX3405-PRECAST INLET** (Size - 10' X 3� ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 31 ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7� ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - TX 4) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4409-PRECAST BASE (Size - TX 4) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5� ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - TX 5) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41I-PRECAST BASE (Size - 6' X 6) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41I-PRECAST TOP (Size - TX 7) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - TX 7) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41I-PRECAST BASE (Size - 8' X 81 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4408-PRECAST INLET (Size - TX 4) ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5) ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6408-PRECAST INLET (Size - 6' X 6) ASTM 615 8/28/2023 33 49 10 Manhole Oldcastle Precast Tx 4' Stacked Manhole (Size - TX 4') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast Tx 4' Storm Junction Box (Size - TX T) ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X T) ASTM C433 8/28/2023 33 3920 Curb Inlet 10'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 **Note. Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage //portion of the structure are required to be cast in -place. No exceptions to this requirement shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 13341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 8/28/2023 33 49 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 2 1 " or larger) ASTM C76, C655 1/21/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850