Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract 61144-PM1
DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F CSC No. 61144-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SANITAR Y SE WER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE Mattie Parker Mayor IPRC Record No. IPRC 23-0117 City Project No. CPN 105038 FID No. 30114-0200431-105038 EO7685 File No. W-2954 X File No. X-27913 David Cooke City Manager Lauren Prieur, P.E. Director, Transportation and Public Works Department of r""k M. DAL7QN MENN' ' 14515$..... ' Christopher P. Harder, P.E. Director, Water Department Prepared for The City of Fort Worth January 2024 " tnp teague nail & perkins 5237 N. Riverside Drive, Suite 100 Fort Worth, TX 76137 817.336.5773 ph 817.336.2813 fx TBPE Registration No. F-230 www.tni)inc.com BKA 22446 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00 11 13 invitation to Bidders Last Revised 03 /20Q020 00 4100 00 42 43 nn�7 Bid Feffn Proposal Form Unit Price Bid Ben nn in s 05/22/2019 nn inT 00 45 Prequalification Statement �T 09/01/2015 �r 0045 12 nc 00 13 00 45 26 Biddef Pfequalifiea4ion Appheatie Contractor Compliance with Workers' Compensation Law 03,09/2020 04/02/2014 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 0062 13 Performance Bond 01/31/2012 0062 14 Payment Bond 01/31/2012 0062 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 0073 00 Supplementary Conditions 07/01/2011 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 vrrrzv 01 32 33 Preconstruction Video mTv� rsvzz 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 7123 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised March 20, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Technical Specifications which were modified by the Engineer specifically for this Project: NONE MODIFIED. Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httD://fortworthtexas.UOV/tDW/contractors/ or httns://anus.fortworthtexas.eov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 0334 16 Concrete Base Material for Trench Repair 12/20/2012 03 8000 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 260500 Ge......en Weds Results f L'leet..;eel , ,1 /ri 22,L20i-3 7L�v De,f.elitie,.. f 1✓leet..:eel syste.f.e 17/7 z 26 05 33 Deeewftys and Bees f 1✓leet fieel Sys Q/201QW2 7ti�9 Undefgfe,,n Deets ea DeeewE ,s f «&eatrival Systems 07/nm�0i190iI 7tiz6 05 5v Eoxnmurfioa. t 02i7 Q016 Division 31 - Earthwork 3i WOO Site Glee..:.,.,. 12i20,7n,7 �o � �z 3123 16 TT.,elassi f:e,l Eyree.,ef:e«, 01 28,9012 �v v'n-rroraoz� 3 1�r�z3 Befr-e 0i,98,QW3. 3 1�v Efnba-nkfnents n, �-l�n 31 25 00 Erosion and Sediment Control 12/20/2012 313600 Gabiens 1 7 Nr� 20,9012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 �-vrTo effipefafy !d. t %`I1Cg-R-c� rtrrvrzozz 3-2-0-129 Genefete Paving Repai 12,90,QO 32 1123 1✓le*ible Dave Ge„fees 17,17 �90QOz 32 1129 Time Tvee4e�1 Dave !'�e„,: QQ0,901- �r�-avraozz Z7�3 Cemefft T-feate,l Base !''e,,,.vee QQ0% 32 1137 Liquid 'T..ea4ed S S 1.• h4 21 901 c �Ol .%Gl ✓. 1'� varrrrzoz� 32 12 16 Asphalt Paving 12/20/2012 32 1273 Asphalt Paving Crack Sealants 12/20/2012 7�17-13 Q-avraozz CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised March 20, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 '27�3 Ge.,efete PaVi g joint Sealants 12/' z Z7�3 Go e,.ete Gufb a-fid GiitteFs acid Nl lle. r„tteFSS 1 n/n 6 32 1723 Pavement Markings 11/22/2013 3232 13 C&al- it Maje !`o e«ete Uet;.�,:1,.�.ing []I7..11.,06,1054204-9 '27�9 Topsoil Ul..eeme..t ^"d FKxM. ing ofD.,,-L..,ays 12,42042012 Z'1�3 1 7 Nzz� 20190 i a Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 2 2�0 A 1n 33 n T✓--v�v 33n 1 --vn1 �nz %�Vaoo tlumr".„ of&Eisfing Sewef Syst TeintBe,.,l:..,.PAi Eleet ie..l1sela e Gef fesion Ce,..t fel Test Stet:e..s 12/�12 1� ,.1 90Qn1z 1290,QO1 "1 33n 1 --vn2 �nQO 33 nn 30 33 04 40 A n0 >\ir.,g esiuf . A,..ede Ga4 ed e P feteetien System T•e ffipe.afy W tef Se...,ie Cleaning and Acceptance Testing of Water Mains Sewe« 1290, z 12 07/01 9011 02/06/2013 1 T✓--v�90Qn 5 33 3305 10 Cleaning of Mains Utility Trench Excavation, Embedment, and Backfill 2,1.1 z 12/12/2016 3305 12 �3--05-z3 33 n�0 ZZ�T Water Line Lowering rrame,cvvcrand --vrcccxl�Rings Gast vie Flame, Gov f and Gfade Rings Composite AmTT1T3tine Manholes, h lets, Valve Be.,es, ead Stfuewfesto Gfad 12/20/2012 01�22,9016 n11 /�-6 12,90,QO z �--v�-T 33 1 05 6 3305 17 373 0520 T3--05-21 �--v�-za 33 05 22 Ge,..e fete dilate f Ve„lts Concrete Collars T-Yugef Befing Tunnel hinef Plate Steel !`asifi.. D:..e 12P' 0,QO1 "1 z 12/20/2012 12Nr Q0'Q0i2 �QO z 12P' 0,QO1 "1 z 33 �--v5-ate 33 05 2n �--v�-aT 33 nc 26 T✓--v�-zv 33 05 30 11 lost.,llet:e,, ofCaff e f Pipe i res:re of Tuff el r : Y mete Utility rRa fke fs/hoe^te fs Location of Existing Utilities Belts R t� �QO z vvmrso�� 06/1n9013 12/20,9n12 r�-avraozz 12/20/2012 12,90QO1"1 05 33 -v� 33 11 10 , , ...!`_.stets Ductile Iron Pipe z 12/20/2012 33 11 11 33 1 1 i2 � 3Z Ductile Iron Fittings Uel.^,inn !''l.le fi e (PVC) Pfessufe Pipe T.,pe A7I7..apped Steel !`.Bide 12/20/2012 1 /1�rro9 O 1rr�ozv T✓ ii i3 TTT 33 1 l1 14 33 12 10 ZIT enefete fessufe Pipe Ba f f tife,l Steel ..es Bl Pipe and Fitt: Water Services 1-inch to 2-inch T [ la4e« T Bete«., 12,90,QOQ 12,90/�n1z"1 02/14/2017 1 Nr� 3 33 1220 22� afge Resilient Seated Gate Valve AWSA A Seated ly 2 20,9012 12/20/2012 129 33 1225 33 1230 Buttef Rub.b.e,. V Connection to Existing Water Mains re,bifiet:ef Ai f Valve As . Mies &f netable Water- Syse. z 02/06/2013 r12/20,9012 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised March 20, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 4 33 1240 33 lso 2 2�o 3331 12 33 31 i3 �� 33 3 1 is �� 33 31 20 33 2T1 Fire Hydrants WaWr Ear.,fJe StatiORS Sta-adafd Blow off Vlye A ssembb Cured in Place Pipe (CIPP) Fibe.-glass Rein f feed Pipe for- (`_.-ay t., C.,n to fy C�o..,o,-� High Density Polyethylene (14PPE) Pipe f f C'.,..;ta fy Sewe,- Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe (ble«;,e (PNLC) Closed U«eF;le Gfay;t.Cep ;ewef Pipe 01/03/2014 12�tz 06/1W2014 12/20/2012 12,42042012 12,42042012 06/19/2013 Q20190z �2r ZZZ�i 33 3i �3 33 31 cn Sanitafy Sewer Ur ✓fflmg San tafy Sewer- Se,.�,;ee rerreetions era Se,..,;ee r ; a 12,420420142 ,z nn �o 33 3170 3339 10 2 2�o Combination A;« Valve f « c.n tafy Se.e f Fe fee Mains Cast -in -Place Concrete Manholes U«eeast Gene«ete Manhe— TiT..,,,holes ,�426420l3 Q20190z 12/20/2012 11 n /n�12 nnlzn 33 3930 � 33 39 60 Fiber -glass Epoxy Liners for Sanitary Sewer Structures 12,420 � 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 2 2�= High Density Polyethylene (ETUDE) Pipe fe f ctoi �1`7� rair i n 4n -2 ZZ�i 39 4600 Reif feed Delyetb.lel�nEl !,*a ,..e l 1 1 1/1 -5 1 7 201QW 2 3�46 01 � worm Drc 1ms 07 01,9011 33 4602 �orr� Dr6rr ,ninn11 07101 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 33 nn nn �v Curb and Drop Inlets Ste,..f. T r-airage 14eva. ally era �1;n�,..,,,,ll� 12/20/2012 0/inn11 mT�vzT 70 Division 34 - Transportation 34 41 13 Defne..iffg T`,.af e C+;,.,..els in/nn/nnln �� �z 34 41 15 Ueete..g laf n&pid Flesh.;,..,. Be„eon 1 1 22,Q l� 3n�o am 11 inninn13 Z Amino Readw Assemblies 1 n inninn I n ' I U1°iiil�litl"" �z 34 n�-n-z 0.001 ^gal LED 3%oaaway I .fnina 0645inn15 34 41 onn na Ffee.,.LED Roadway T, 064542015 3n n�o3 Residential LED Reftc'n(ay ljamimc Tres 0645 34 41 30 Aluminum Sigfts114242013 34 41 cn Single Me,le Fibe« Opt;e fable 02426,L20 G 3471 13 Traffic Control 11/22/2013 Appendix GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 105038 Revised March 20, 2020 00 42 43 City DAP - BID PROPOSAL Page I 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 I: WATER IMPROVEMENTS 1 0241.1013 Remove 8" Water Line 0241 14 LF 46 $25.00 $1,150.00 2 0241.1015 Remove 12" Water Line 0241 14 LF 215 $25.00 $5,375.00 3 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 $1,500.00 $1,500.00 4 0241.1302 Remove 6" Water Valve 0241 14 EA 1 $1,500.00 $1,500.00 5 0241.1303 Remove 8" Water Valve 0241 14 EA 1 $1,500.00 $1,500.00 6 0241.1305 Remove 12" Water Valve 0241 14 EA 2 $950.00 $1,900.00 7 0241.1510 Salvage Fire Hydrant 0241 14 EA 2 $1,750.00 $3,500.00 8 3201.0121 4' Asphalt Pvmt Repair, Arterial 3201 17 LF 259 $24.00 $6,216.00 9 3305.0109 Trench Safety 33 05 10 LF 259 $1.00 $259.00 10 3311.0163 6" PVC Water, Select Backfill 3311 10 LF 40 $137.00 $5,480.00 11 3311.0253 8" DIP Water, Select Backfill 3311 10 LF 46 $213.00 $9,798.00 12 3311.0453 12" DIP Water, Select Backfill 3311 10 LF 215 $224.00 $48,160.00 13 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 1.02 $15,000.00 $15,300.00 14 3312.2003 1" Water Service 33 12 10 EA 1 $4,800.00 $4,800.00 15 3312.0001 Fire Hydrant Assembly 33 12 40 EA 2 $12,500.00 $25,000.00 16 3312.3002 6" Gate Valve 33 12 20 EA 1 $4,000.00 $4,000.00 17 3312.3003 8" Gate Valve 33 12 20 EA 1 $4,700.00 $4,700.00 18 3312.3001 12" Gate Valve 33 12 20 EA 2 $6,000.00 $12,000.00 19 3312.4106 12" x 6" Tapping Sleeve & Valve 33 12 25 EA 1 $14,500.00 $14,500.00 20 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 10 $749.50 $7,495.00 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 TOTAL UNIT I: WATER IMPROVEMENTS $174,133.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 2024-03-22 Bid Proposal DAP -Rev Requests REV I UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 City DAP - BID PROPOSAL Page 2 of 4 Bidder's Application �BidlistIteml Description Specification Unit of Bid No. Section No. Measure Quantity UNIT II: SANITARY SEWER IMPROV MENTS 1 0241.2001 Sanitary Sewer Grouting 0241 14 CY 1.6 2 0241.2102 8" Sewer Abandonment Plug 0241 14 EA 4 3 0241.2103 6" Sewer Abandonment Plug 0241 14 EA 1 4 3201.0122 5' Asphalt Pvmt Repair, Arterial 3201 17 LF 93 5 3301.0101 Manhole Vacuum Testing 3301 30 EA 1 6 3301.0002 Post -CCTV Inspection 3301 31 LF 93 7 3305.0109 Trench Safety 33 05 10 LF 93 3311 10, 9 3331.4108 6" Sewer Pipe 3331 12, LF 10 3331 20 3311 10, 10 3331.4115 8" Sewer Pipe 3331 12, LF 83 3331 20 11 3339.1001 4' Manhole 33 39 10 EA 1 12 3339.0003 Liner - 4' Sewer MH 33 39 60 VF 8 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 40 41 43 44 45 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS Bidder's Proposal Unit Price I Bid Value $250.00 $400.00 $300.00 $1,200.00 $250.00 $250.00 $24.00 $2,232.00 $1,500.00 $1,500.00 $5.00 $465.00 $1.00 $93.00 $181.82 $1,818.20 $190.00 $15,770.00 $15,000.00 $15,000.00 $840.60 $6,724.80 $45,453.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 2024-03-22 Bid Proposal DAP -Rev Requests REV I 00 42 43 City DAP - BID PROPOSAL Page of 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 III: DRAINAGE IMPROVEMENTS 1 0241.3001 Storm Line Grouting 0241 14 CY 14 $250.00 $3,500.00 2 0241.3103 21" Storm Abandonment Plug 0241 14 EA 4 $650.00 $2,600.00 3 0241.3104 24" Storm Abandonment Plug 0241 14 EA 4 $700.00 $2,800.00 4 0241.3302 Remove 4' Manhole Riser 0241 14 EA 1 $600.00 $600.00 5 0241.3401 Remove 4' Storm Junction Box 0241 14 EA 1 $1,800.00 $1,800.00 6 3201.0123 6' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 652 $15.00 $9,780.00 7 3201.0124 7' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 21 $15.00 $315.00 8 3201.0125 8' Wide Asphalt Pvmt Repair, Arterial 3201 17 LF 280 $15.00 $4,200.00 9 3341.0103 18" RCP, Class III 3341 10 LF 24 $200.00 $4,800.00 10 3341.0205 24" RCP, Class III 3341 10 LF 628 $250.00 $157,000.00 11 3341.0309 36" RCP, Class III 3341 10 LF 21 $338.00 $7,098.00 12 3341.0402 42" RCP, Class III 3341 10 LF 280 $407.00 $113,960.00 13 3349.0001 4' Storm Junction Box 33 49 10 EA 4 $9,000.00 $36,000.00 14 3349.0002 5' Storm Junction Box 33 49 10 EA 1 $15,000.00 $15,000.00 15 3349.0003 6' Storm Junction Box 33 49 10 EA 1 $17,000.00 $17,000.00 16 3305.0109 Trench Safety 33 05 10 LF 953 $1.00 $953.00 17 3471.0001 Traffic Control 3471 13 MO 5 $18,500.00 $92,500.00 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 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $469,906.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 2024-03-22 Bid Proposal DAP -Rev Requests REV I UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 City DAP - BID PROPOSAL Page 4 of 4 Bidder's Application Bidder's Proposal Bidlist Item Specification Unit of Bid Description Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT L WATER IMPROVEMENTS $174,133.00 UNIT IL SANITARY SEWER IMPROVEMENTS $45,453.00 UNIT III: DRAINAGE IMPROVEMENTS $469,906.00 Total Construction Bid $689,492.00 This Bid is submitted by the entity named below: BIDDER: BY: SCo nnett Beck-Potere Joint Venture 464 Bailey Ave, Suite 210 Fort Worth, TX 76107 TITLE: gional Director DATE: 124/24 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 95 working days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 2024-03-22 Bid Proposal DAP - Rev Requests REV 1 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0045 12 DAP PREQUALIFICATION STATEMF.NT Page 1 or 1 SECTION 00 45 12 DAP - PREQUAL[F[CATION 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 Tvne" box provide the complete maior work tune and actual description as provided by the Water Department for water and sewer and TPW for vavina. Major Work Type Wastewater New Development, Rehabilitation, and Redevelopment Open Cut (I 8" and under); Water New Development, Rehabilitation, and Redevelopment Open Cut (I 6" and under) Contractor`Subcontractor Company Name Maverick Utility Construction, Inc. Prequalification Expiration Date 4 `30/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Beck-Potere Joint Venture 464 Bailey Ave, Suite 210 Fort Worth, TX 76107 BY- -� �174- A��- - TITLE: DATE: END OF SECTION (Signature) Regional Director 03/21 /24 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT- DEVELOPER AWARDED PROJECTS COFW 00 45 12 Prequalification Statement 2015_DAP.docx Form Version September 1, 2015 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page l 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. CPN 105038. 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: Beck-Potere Joint Venture Company 464 Bailey Ave, Suite 210 Address Fort Worth, TX 76107 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Scot Bennett (Please Print) Signature: Title: Regional Director (Please Print) BEFO ME, the undersigned authority, on this day personally appeared , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that heishe executed -the same as the act and deed of Beck-Potere Joint Venture for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of dbmMWW AMY BEARDEN Notary ID 0123998884 My Commission Expires W28.2625 � Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised April 2, 2014 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0) SECTION 00 52 43 AGREEMENT 005243-1 Developer Awarded Project Agreement Pagel of 4 3 THIS AGREEMENT, authorized on 03/21/24 is made by and between the Developer, 4 Tarrant County Hospital District (dba JPS Health Network), authorized to do business in Texas 5 ("Developer") , and The Beck Group, authorized to do business in Texas, acting by and through 6 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 11 Project 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 Water, Sanitary Sewer. and Drainaze Improvements for JPS Parkinz Garaze 16 CPN 105038 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 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 95 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions 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 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof, Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Zero Dollars ($0.00) for each day that expires after the time specified in 35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised June 16, 2016 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of Six Hundred and Eighty Nine Thousand Four Hundred and Ninety Two Dollars 39 ($ 689,492 ). 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. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker's Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised June 16, 2016 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 005243-3 Developer Awarded Project Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by any act. omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused. in whole or in part. 93 by any act. omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised June 16, 2016 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 Contractor: Developer: Tarrant Countv Hospital District (dba JPS Beck-Potere Joint Venture Health Network) DocuSigned by: -r By: Aewrfo By: 4 FontL Signature) 1�4AMFEF9tSfjhatUre) 125 Scot Bennett (Printed Name) Title: Regional Director Address: 464 Bailey Ave, Suite 210 Cityi State/Zip: Fort Worth, TX 76107 03/21 /24 Date Jill Farrell (Printed Name) Title: Sr. EVP, COO Address: 1500 S. Main St. City/State'Zip: Fort Worth, TX 76104 03-21-2024 1 9:54 AM CDT Date CITY OF FORT WORTH WATER. SANITARY SEWER. AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS DEVELOPER AWARDED PROJECTS CPN 105038 Revised June 16, 2016 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 6125 CERTIFICATE OF INSURANCE THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F POLICY NUMBER: CGC740986604 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) ANY PERSON OR ORGANIZATION FOR WHOM YOU ARE PERFORMING OPERATIONS WHEN YOU AND SUCH PERSON OR ORGANIZATION HAVE AGREED IN WRITING IN A CONTRACT OR AGREEMENT THAT SUCH PERSON OR ORGANIZATION BE ADDED AS AN ADDITIONAL INSURED ON YOUR POLICY, PROVIDED THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS SUBSEQUENT TO THE EXECUTION OF THE WRITTEN CONTRACT OR WRITTEN AGREEMENT. Location(s) Of Covered Operations VARIOUS AS REQUIRED PER WRITTEN CONTRACT. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" 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 for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; 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. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 04 13 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F CGC740986604 COMMERCIAL GENERAL LIABILITY CG20401219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS FOR OTHER PARTIES WHEN REQUIRED IN WRITTEN CONSTRUCTION AGREEMENT (COMPLETED OPERATIONS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured: additional insureds, the following additional 1. Any person or organization for whom you have exclusion applies: performed operations when you and such This insurance does not apply to: person or organization have agreed in writing "Bodily injury" or "property damage" arising out of in a contract or agreement that such person or the rendering of, or the failure to render, any organization be added as an additional insured professional architectural, engineering or on your policy; and surveying services, including: 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" performed for the additional insured described in Paragraph 1. or 2. above and included in the "products -completed operations hazard". However, the insurance afforded to such additional insured described above: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 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" involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. CG 20 40 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F C. With respect to the insurance afforded to these additional insureds, 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: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the insurance; whichever is less. This endorsement shall applicable limits of insurance applicable limits of not increase the CG 20 40 12 19 © Insurance Services Office, Inc., 2018 Page 2 of 2 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Policy Number: CGC740986604 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Where required by written contract or agreement executed prior to loss (except where not permitted by law). Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV - Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F POLICY NUMBER: CAH740986704 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTOMATIC ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM AUTO DEALERS COVERAGE FORM XIC 411 1013 A.0 OVERED AUTOS LIABILITY COVERAGE, Who Is An Insured, is amended to include as an "insured" any person or organization you are required in a written contract to name as an additional insured, but only for "bodily injury' or "property damage" otherwise covered under this policy caused, in whole or in part, by the negligent acts or omissions of: You, while using a covered "auto"; or 2. Any other person, except the additional insured or any employee or agent of the additional insured, operating a covered "auto" with your permission; Provided that: a. The written contract is in effect during the policy period of this policy; b.T he written contract was signed by you and executed prior to the "accident' causing "bodily injury' or "property damage" for which liability coverage is sought; and C. Such person or organization is an "insured" solely to the extent required by the contract, but in no event if such person or organization is solely negligent. B.T he Limits of Insurance provided for the Additional Insured shall not be greater than those required by contract and, in no event shall the Limits of Insurance set forth in this policy be increased by the contract. C. General Conditions, Other Insurance is amended as follows: Any coverage provided hereunder shall be excess over any other valid and collectible insurance available to the additional insured whether such insurance is primary, excess, contingent or on any other basis unless the contract specifically requires that this policy be primary. All terms, conditions, exclusions and limitations of this policy shall apply to the liability coverage provided to any additional insured, and in no event shall such coverage be enlarged or expanded by reason of the contract. All other terms and conditions of this policy remain unchanged. XIC 411 1013 © 2013 X.L. America, Inc. All Rights Reserved. Page 1 of 1 May not be copied without permission. Includes copyrighted material of Insurance Services Office, Inc., with its permission. DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F POLICY NUMBER:CAH740986704 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Beck Group Holdings, LLC Endorsement Effective Date: July 1, 2021 SCHEDULE Name(s) Of Person(s) Or Organization(s): WHERE REQUIRED BY WRITTEN CONTRACT OR AGREEMENT EXECUTED PRIOR TO LOSS (EXCEPT WHERE NOT PERMITTED BY LAW). Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident' or the 'loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 Where required by written agreement signed prior to loss. 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 July 1, 2023 Policy No. CWC740986504 Endorsement No. Insured BECK GROUP HOLDINGS, LLC Insurance Company Countersigned by XL Specialty Insurance Company WC 00 03 13 (Ed. 4-84) © 1983 National Council on Compensation Insurance. 0062 13- 1 PERFORMANCE BOND Page I of 2 Bond No. 674222529 I SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § Beck-Potere 7 That we, Joint Venture known as "Principal" herein and Liberty Mutual Insurance Company , 8 a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, 9 known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 10 Tarrant County Hospital District (dba JPS Health Network), authorized to do business in Texas I I ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 12 sum of, Six Hundred and Eighty Nine Thousand Four Hundred and Ninetv Two Dollars 13 (S 689,492 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which stem well and truly to be made jointly unto the 15 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities 19 Agreement, CFA Number CFA23-0175 ;and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 21 day of March , 20 24, which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Water, Sanitary Sewer, and Drainage 25 Improvements for JPS Parking Garage. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH 117ATF.R, .SANITARYSFIVF.R, AND DRMINMGF 1MI'ROVFMFNT,S FOR JPS PARKING G.4R,4GF STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 l PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorizei%jp s .,d officers on this the 21 St day of 9 March 2p 24. �••�(', �/ •. E 10 • �0 11 :4Sf:�i� 12 : 13dp �F X. Co 14 •• 15 16 AT kA 17 18 4 19 '(Principal) Secretary 20 21 22 23 24 25 Witne. as to Principal 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Witness as to Sure 41 Veronica Lawver, Witness 42 PRINCIPAL: Beck-Potere Joint Venture BY: Signature �,4,j tol/;.��, eFO Name and Title Address: 464 Bailey Ave, Suite 210 Fort Worth. TX 76107 SURETY: Liberty Mutual Insurance Company BY: *ignVac V. Telephone Number: (617) 357-9500 43 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 44 from the by-laws showing that this person has authority to sign such obligation. If 45 Surety's physical address is different from its mailing address, both must be provided. 46 47 The date of the bond shall not be prior to the date the Contract is awarded. Mary T. Flanigan, Attorney -in -Fact Name and Title Address: 175 Berkeley Street Boston, MA 02116 CITY OF FORT WORTI I IVATE.R, SANI'fARYSEWE.R, AND DRAINAGE. IM11R0VEh1EN7S F'OR X S PARKING GARAGE STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 105038 Revised January 31, 2012 1 2 3 4 5 6 VA SECTION 00 62 14 PAYMENT BOND 0062 14- 1 PAYMENT BOND Page I of 2 Bond No. 674222529 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § 8 That we, Beck-Potere Joint Venture, known as "Principal" herein and 9 Liberty Mutual Insurance Company , a corporate sure ty(sureties, if more than one) duly authorized to 10 do business in the State of Texas, known as "Surety" herein (whether one or more), are held and 11 firmly bound unto the Developer, Tarrant County Hospital District (dba JPS Health Network), 12 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 13 corporation ("City"), in the penal sum of, Six Hundred and Eighty Nine Thousand Four Hundred and NinetyTwo 14 Dollars ($ 689,492 ), lawful money of the United States, to be paid in Fort 15 Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly 16 unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA23-0175 ;and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 21 day of March , 20 24 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract designated as Water, Sanitary Sewer, and Drainage 26 Improvements for JPS Parking Garage. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTII IVATER, 511NITARYSEWER, AND DRAINAGE, IA4PROVf.'U NT.S FOR JPS PARKING GARAGE_ STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised January 31, 2012 006214-2 PAYMENTBOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 21 day of 6 March , 20 24 7 •�.�Ggtack, f • .- . TF X• Py ATTEST: ��'., • . (Principal) Secretary Wd,aLA ,-� s to Principal r PRINCIPAL: Beck-Potere Joint Venture ._ BY' e,110X�&11 Signature 11;114d 1/04) , Ifa Name and Title Address: 464 Bailey Ave. Suite 210 Fort Worth. TX 76107 SURETY: Liberty Mutual Insurance Company ATTEST: BY: Si ature p C41- �l (Surety) Seer Mary T. Flanigan, Attorney -in -Fact Name Title witness, Hillary D. Shepard and ,, t Address: 175 Berkeley Street 0 Boston, MA 02116 ' Witness as to Surety onica wver, Witness r- Telephone Number: (617) 357-9500 g 9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. If Surety's physical 11 address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTI I IVATF_R, .SANITAR I'SEIVER. AND DRAINAGE IMPROVEXIENT.S FOR JPS PARKING GARAGE STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS C'PN 105038 Revised January 31, 2012 0062 19- 1 MAINTENANCE BOND Page] of 3 SECTION 00 62 19 2 MAINTENANCE BOND Bond No. 674222529 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 Beck-Potere 8 That we, Joint Venture , known as "Principal" herein and Liberty Mutual Insurance Company 9 a corporate surety(surcties, if more than one) duly authorized to do business in the State of Texas, 10 known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 11 Tarrant County Hospital District (dba JPS Health Network), authorized to do business in Texas 12 ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 13 sum of, Six Hundred and Eighty Nine Thousand Four Hundred and Ninety Two Dollars 14 (S 689,492 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the 16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA23-0175 ;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 21 day of March , 20 24, which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Water, Sanitary Sewer, and Drainage 26 Improvements for JPS Parking Garage. 27 28 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 29 accordance with the plans, specifications and Contract Documents that the Work is and will 30 remain free from defects in materials or workmanship for and during the period of two (2) years 31 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 32 CITY OF FORT WORTH IVATER..SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JA5 PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 105038 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 F 23 CITY OF FORT WORTH IVAT R, SAAWARYSEWER, AND DRAINAGE. IMPROYEMF_NT.S F'OR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 105038 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 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 91 day of 3 March 4 5 6 7 8 9 10 11 12 13 14 15 ,20 ..-s.peck. •, • .... ,,.ta • �NE,gs • •a SEAL Z ' r Aj5(Principal) T V S retary 1V 16 17 18 19 20 Witnc s as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Sur -retdf* Witness, lary D.Separd 33 34 --- 35 Witness as to Sur y Vero ica awver 36 37 38 39 40 41 42 PRINCIPAL: Beck-Poterc Joint Venture BY: Signature / rD Name and Title Address 464 Bailey Ave, Suite 210 Fort Worth, TX 76107 SURETY: Liberty Mutual Insurance Company BY: f ignat�Pe Mary T. Flanigan, Attorney -in -Fact Name and Title Address: 175 Berkelev Street n ~ Boston, MA 02116 Telephone Number: (617) 357-9500 ' t *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 IVATER, SANITAR )' SE14'F.R, AND DRAINAGE. IMPROYEMF.NT3 FOR JPS PARKING GARAGE, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS C'PN 105038 Revised January 31. 2012 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Liberty Mutual Insurance Company Mutual. The Ohio Casualty Insurance Company Certificate No: 8210508 - 674009 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Slate of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, C. Stephens Griggs, Charles R. Teter, III, Christy M. Braile, Danielle R. Capps, Debra J. Scarborough• Erin C Lavin, Evan D. Sizemore, Hillary D Shepard, Jeffrey C. Carey, Cllic A. Meyer, Kristin D •fhurher. Lauren Scott, Mariana Walker, Mary T. Flanigan, Patrick l'. Pribyl, Rebecca S. Leal, Tahitia M. Fry, Veronica Lawver all of the city of Kansas CitX stale of MO each individually if there be more than one named, its true and lawful altomey-in-fact to make, execute, seal, acknowledge and deliver, Tor and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surely obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 28th day of July , 2023 . Liberty Mutual Insurance Company P� 1Nsu P�-tv INS& d 1Nsuol The Ohio Casualty Insurance Company a° ooaPo��F y� yJ 4or<Pory �'Pyy `vP ooaPo,�r� y0 West American Insurance Company o� 1912 0 1919 1991 to le t y 3 y s pry 0 6 O l dj1 SaACHUs�.dahAMPs��aa� �s �NDIAN►' aa� r C 9j7 * *� �Hl ,y *� �M x 1•d By: _ to David M. Carey, Assistant Secretary '= M State of PENNSYLVANIA rn County of MONTGOMERY ss --3 On this 28th day of July 2023 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance "0 co Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes � therein contained by signing on behalf of the corporations by himself as a duly authorized officer. to IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written. c •y 02 'PoPAS, Commonwealth of Penns ylvania-NotarySeal �trrQp f��1 y Teresa PasornerNotaryy c �� OF Montgomery County My commission expires March 28.2025 g �Y Commission number 1126044 By. Member. Pennsylvania Assocktron of Notaries Teresa Pastella, Notary Public �qRy PU0 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: d O 'L U Ct Cr to ct ma) U >� Q� a 0S N tp c t �O Q O OCD L � CV 3 0O aM ARTICLE IV- OFFICERS: Section 12. Power of Attorney. L °O Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the a o President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety ceo co any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall -o 2 have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o a) in instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the a M provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. 0 T ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, — bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such altomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surely obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretaryof the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. , , 1 i r r , IN TESTIMONY WHEREOF, I have kerdV'nt6 set my hand agd•afftxed the seals of said Companies this day of a I �roy���ety 4 a o� F�ycy `VPr oaN OR4- , _ ,._ �•• � 1912 7 o e e'I.919 � o Q 1991 0 -[' r1•s 3 By: t .,d�*us*�aa �. � AMPS ada'� Vrp rNolANpads3 Renee C. Llewellyn, Assistant Secretary � <; 1; • 1• M ,r � LMS-12873 LMIC OCIC WAIC Multi (19 02f21• r''rrrrr�`s• Li bertv Mutual Important Notice TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 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 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httr)://www.tdi.state.tx.us E-mail: ConsumerProtection(@tdi.state.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning 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. LMIC-3500 Page 1 of 2 Rev. 7.1.07 Liberty Mttttial NOTIFICACION IMPORTANTE PARA OBTENER INFORMACION O REALIZAR UNA QUEJA: Usted puede escribir la notificaci6n y dirigirla a Liberty Mutual Surety en la siguiente direcci6n: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las companias, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir al Departamento de Seguros de Texas a la siguiente direcci6n: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httr)://www.tdi.state.tx.us E-mail: ConsumerProtection(@tdi.state.tx.us Disputas acerca de primas o reclamos En caso de que usted quiera elevar una disputa concerniente al tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reclamo, por favor contacte a la compania de seguros en primer termino. Si usted considera que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notificacion a su p6liza: Esta notificaci6n es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev. 7.1.07 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly by AC E Cs 6ENfggr � °os A.wkwANC[NfTC.[Gl]F SKI" 4 JM[ + IINTFGAITY l,-ONSfO% ASCE American Society National society of Professional Engineers of Civil Engineers Professional Engineers in Privals Practice AMERICAN COUNCIL OF ENGINEERING COMPANIES ASSOCIATED GENERAL CONTRACTORS OF AMERICA AMERICAN SOCIETY OF CIVIL ENGINEERS PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE A Practice Division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS Endorsed by lov CONSTRUCTION SPECIFICATIONS INSTITUTE EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F These General Conditions have been prepared for use with the Suggested Forms of Agreement Between Owner and Contractor (EJCDC C-520 or C-525, 2007 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the Narrative Guide to the EJCDC Construction Documents (EJCDC C-001, 2007 Edition). For guidance in the preparation of Supplementary Conditions, see Guide to the Preparation of Supplementary Conditions (EJCDC C-800, 2007 Edition). Copyright © 2007 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703)684-2882 www.nsve.ora American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.ora American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.acce.ora Associated General Contractors of America 2300 Wilson Boulevard, Suite 400, Arlington, VA 22201-3308 (703) 548-3118 www.aac.ora The copyright for this EJCDC document is owned jointly by the four EJCDC sponsoring organizations and held in trust for their benefit by NSPE. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology...........................................................................................................1 1.1 Defined Terms......................................................................................................................... 1 1.2 Terminology.................................................................................................................................. 5 Article2 — Preliminary Matters......................................................................................................................... 6 2.1 Delivery of Bonds and Evidence of Insurance............................................................................. 6 2.2 Copies of Documents.................................................................................................................... 6 2.3 Commencement of Contract Times; Notice to Proceed............................................................... 6 2.4 Starting the Work.......................................................................................................................... 7 2.5 Berme StaAingConstruetien............................................................................................................. 2.6 P eeons4uetiea Confer-enee;Designation of n „thof ae se�*rat es 7 2.7 Initial Acceptance of Schedules.................................................................................................... 7 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................. 8 3.1 Intent.............................................................................................................................................. 8 3.2 not o e Standard ..........................................................................................................................9 3.3 Reporting and Resolving Discrepancies....................................................................................... 8 3.4 Amending and Supplementing Gentrae4 Doeuments .......................................................................9 3.5 Reuse of Documents...................................................................................................................10 3.6 Electronic Data............................................................................................................................10 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points.................................................................................................... 10 4.1 Availability of Lands...................................................................................................................10 4.2 Subsurface and Physical Conditions...........................................................................................11 4.3 Differing Subsurface or Physical Conditions.............................................................................11 4.4 Underground Facilities................................................................................................................13 4.5 Reference Points..........................................................................................................................14 4.6 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance......................................................................................................................16 5.1 FLUf ee yn}ast, ar.� Other—Bonds....................................................................................... 6 5.3 ro,. ifie to ,.f Im—umnae................................................................................................................. 4-6 54 Contractor's Insurance................................................................................................................17 5-.-S Owner's Liability Insurance........................................................................................................18 5.6 efty Ire wa..........................................................................................................................4-8 -5-.7 Waiver of Rights.........................................................................................................................20 5-8 Receipt and Application of Insurance Proceeds......................................................................... 21 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 5.9 A ^ ept e friends 3 Irmam...ee,--0p6en4o P_--plu;Je...............................................................24 -5-.0 Partial Utilization, Acknowledgment of Property Insurer..........................................................21 Article 6 — Contractor's Responsibilities.........................................................................................................22 £.1 c, ^ „tende^...................................................................................................22 6-2 Lama-; Wor ngHeil....................................................................................................................22 6.3 Ser ees, Materi d Equiln2�t...............................................................................................22 6 4-regrow F/i:yridule ........................................................................................................................... 2-3 E.5 F/ab1i1+ G\- Equalo"...........................................................................................................23 Concerning Subcontractors, Suppliers, and Others....................................................................25 &z7 I-Wc t Foo✓ar� Ray...............................................................................................................27 8 Permits.........................................................................................................................................27 fDLa-.,.,.....................................................................................................................27 " Taxes............................................................................................................................................28 6. t i r se of Site and Other- Area ...........................................................................................................2-8 tit2n o r- D e.......................................................................................................................... 29 ientit 3 S ty and Pr-oteet...................................................................................................................... 29 6.14 Sam ,-., Rep wo: tative.......................................................................................................................30 E.1Sheard�aur�^.............................................................................................30 64-6 Emergencies................................................................................................................................ 30 Dm-t.ing-s-md Ear-n*es..........................................................................................................3-0 64-8 Continuing the Work................................................................................................................... 32 6.t 9G ntraaer-' , r ^ ^ ^l AValiunt- e.............................................................................. 32 6 20 Indemnification........................................................................................................................... 33 ti 7, Delegation of Pro ;oral Dojign Ecr,,de-es...................................................................................34 Article 7 — Other Work at the Site................................................................................................................... 35 7.1 Related Work at Site...................................................................................................................35 7.2 Coordination................................................................................................................................35 7.3 Legal Relationships.....................................................................................................................36 Article 8 — Owner's Responsibilities...............................................................................................................36 8.1 Communications to Contractor...................................................................................................36 8.2 Replacement of Engineer............................................................................................................36 8.3 Furnish Data................................................................................................................................ 36 8.4 Pay When Due.............................................................................................................................36 8.5 Lands and Easements; Reports and Tests...................................................................................36 8.6 Insurance.....................................................................................................................................36 8.7 Change Orders.............................................................................................................................36 8.8 Inspections, Tests, and Approvals...............................................................................................37 8.9 Limitations on Owner's Responsibilities....................................................................................37 8.10 Undisclosed Hazardous Environmental Condition.....................................................................37 8.11 Evidence of Financial Arrangements.......................................................................................... 37 8.12 Compliance with Safety Program...............................................................................................37 Article 9 — Engineer's Status During Construction......................................................................................... 37 9.01 Owner's Representative.............................................................................................................. 37 9.02 Visits to Site................................................................................................................................ 37 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page ii DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 9.3 Project Representative........................................................................................................... 9.4 Authorized Variations in Work............................................................................................. 9.5 D o e ti De f et e W,,,.1,........................................................................................................ 9.6 Shop Drawings, Change Orders and Payments.................................................................... 9.7 Determinations for Unit Price Work..................................................................................... 9.8 Decisions on Requirements of Contract Documents and Acceptability of work ................ 9.9 Limitations on Engineer's Authority and Responsibilities................................................... 9.10 Compliance with Safety Program......................................................................................... Article 10 - Changes in the Work; Claims ........................ 10.1 Authorized Changes in the Work ................... 10.2 Unauthorized Changes in the Work ............... 10.3 Execution of Change Orders .......................... 10.4 Notifieat onto E.n"Aty ....................................... 10.5 Claims........................................................... Article 11 - Cost of the Work; Allowances; Unit Price Work. 11.1 Cost of the Work .................................................. 11.2 Allowances........................................................... 11.3 Unit Price Work ................................................... Article 12 - Change of Contract Price; Change of Contract Times ........................................... 12.1 Change of Contract Price....................................................................................... 12.2 Change of Contract Times..................................................................................... 12.3 Delays..................................................................................................................... ..... 38 .....38 ..... 38 ..... 39 ..... 39 .....39 ..... 40 42 42 45 45 46 46 47 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ....................... 48 13.1 ,.TO e OfDefe ..........................................................................................................................48 13.2 A , o t W^" 1'............................................................................................................................. 48 13.3-Testzand Irvpoliens....................................................................................................................48 4-3.1 U�w v g NW k.........................................................................................................................49 4,2.5 Owner May Stop the Work.........................................................................................................50 13.7 Cefreetion Period ..........................................................................................................................50 13.8 A e ept o f Defee4 eW,,,1'..................................................................................................... 51 13.9 O, or May C eet Defeeti e NW 1'...........................................................................................54 Article 14 - Payments to Contractor and Completion..................................................................................... 52 14.1 Schedule of Values...................................................................................................................... 52 14.2 Progress Payments......................................................................................................................52 14.3 r „,,.,,,4er-'s W r,z, f T;�10.....................................................................................................55 14.4 Substantial Completion...............................................................................................................55 14.5 P-aftra1 tkilization..........................................................................................................................56 14.6 FirmlInr9eiei3.............................................................................................................................56 14.7 Final Payment..............................................................................................................................57 14.8 Final Completion Delayed.......................................................................................................... 58 14.9 Waiver of Claims................................................................................................................... 58 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page iii DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Article 15 — Suspension of Work and Termination......................................................................................... 58 15.1 Owner May Suspend Work......................................................................................................... 58 15.2 Owner May Terminate for Cause...............................................................................................58 15.3 Owner May Terminate For Convenience................................................................................... 60 15.4 Contractor May Stop Work or Terminate................................................................................... 60 Article 16 — Dispute Resolution....................................................................................................................... 61 16.01 Methods and Procedures............................................................................................................. 61 Article17 —Miscellaneous .............................................................................................................................. 61 ................................................................................................................................ 64- 1 2 Computation of Time ..................................................................................................................64- 17.3--4Ddmula&a Remedie ................................................................................................................... 6-2 4I.................................................................................................................62 4-7-.5 Controlling Law.......................................................................................................................... 62 17.6 Headings ........................................................................................................................................ gz EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page iv DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ARTICLE 1- DEFINITIONS AND TERMINOLOGY 1.1 Defined Terms A. Wherever used in the Bidding Requirements or Contract Documents and printed with initial capital letters, the terms listed below will have the meanings indicated which are applicable to both the singular and plural thereof. 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. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between Owner and Contractor covering the Work. 3. Application for Payment —The form acceptable to Engineer which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. 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. 5. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 6. Bidder —The individual or entity who submits a Bid directly to Owner. 7. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 8. Bidding Requirements —The advertisement or invitation to bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 9. Change Order —A document recommended by Engineer which is signed by Contractor and Owner and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Times, issued on or after the Effective Date of the Agreement. 10. Claim —A demand or assertion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Claim. 11.c-enpwet The ep,+dr-e eqd agre nt between the n., ne and Gont.-, eto eeneaming the- W3 k. Tke Cefttrft� sapefsed€s pnor- fiegettatta.r, tvrrzzentattons, of agf ov ei4s . hethef r-i on or cm]. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 1 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 12.Gentraet D&effm Those-4ten� oo designated in Agreemex*. Only meted c& hand Dfaw;rgs, ethe. Gaftt,.-a Y m1mittal, fflid thezepafts ra drav4ngs of sidbs ff ee-and 13. Contract Price —The moneys payable by Owner to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 14. Contract Times —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any; (ii) achieve Substantial Completion; and (iii) complete the Work so that it is ready for final payment as evidenced by Engineer's written recommendation of final payment. 15. Contractor —The individual or entity with whom Owner has entered into the Agreement. 16. Cost of the Work —See Paragraph 11.01 for definition. 17. 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. Shop Drawings and other Contractor submittals are not Drawings as so defined. 18. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 19.EiigMjor The individidalemit naffied as sueh i the A,. ee vrt 20. Field Order —A written order issued by Engineer which requires minor changes in the Work but which does not involve a change in the Contract Price or the Contract Times. 21.General RequiremeHts Seetien&-o-f Diikiron 1 of the Speeif eatio s 22. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 23. Hazardous Waste —The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903) as amended from time to time. 24. Laws and Regulations; Laws or Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 25. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 26. eeffipletion dateor- +ifneprior-t SubstffiAai Geff, lets,,, f a4l the Wofk. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 2 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 27. Notice of Award —The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 28. Notice to Proceed --A written notice given by Owner to Contractor fixing the date on which the Contract Times will commence to run and on which Contractor shall start to perform the Work under the Contract Documents. 29. Owner —The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs —Polychlorinated biphenyls. 31. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 32. Progress Schedule —A schedule, prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. 33. Project —The total construction of which the Work to be performed under the Contract Documents may be the whole, or a part. 34. Project Manual —The bound documentary information prepared for bidding and constructing the Work. A listing of the contents of the Project Manual, which may be bound in one or more volumes, is contained in the table(s) of contents. 35. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 36. Resident Project Representative —The authorized representative of Engineer who may be assigned to the Site or any part thereof. 37. 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. 38. 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. 39. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 3 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 40. Shop Drawings —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. 41. it Lands ndsafeas ,,.1icated i the re fft,aet Doe ,,m z az b ' which the Wark 1. to be peffofmed, iffeluding r4l2tz thefete, and athe f lands f,,., ishe,l by nyffie,. ,-hioh are designated for- the use -of Gent . 42.Sj9ee0ea ie That part al" Systems, x ap1i d te—the w �ark, and ,. rr.iniM -Ixva ro r s and p edurd rrx:.Ax-.-a li;,,,i,l-me, 43. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 44. Substantial Completion —The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or a specified part thereof) is sufficiently complete, in accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. The terms "substantially complete" and "substantially completed" as applied to all or part of the Work refer to Substantial Completion thereof. 45. Successful Bidder —The Bidder submitting a responsive Bid to whom Owner makes an award. 46. Supplementary Conditions —That part of the Contract Documents which amends or supplements these General Conditions. 47. 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. 48. 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 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. 49. Unit Price Work —Work to be paid for on the basis of unit prices. 50.W•,pk The ei4ir- eensstliloi��otT 3r t1Ta--Nus zapafeAely idet- it ble parts thereof r-e uir-e,a t be provided Hffder- the tmot Doali-netts. `I a fk ; hides .,,..,t is the resuft of pe«f ,«,-,;fig E, �5 all lab, sv v� .,ra ,t,.etff ent do neeessary to pr-ad o vaa'� oonztrua`," ' all n2atu ials and-egtipmont into zluch aaftstmetionr a4l as required by the CeFA+aet Peewnei4s. 51. Work Change Directive —A written statement to Contractor issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engineer ordering an EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 4 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F addition, deletion, or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract Times. 1.2 Terminology A. The words and terms discussed in Paragraph 1.02.13 through F are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). The use of any such term or adjective is not intended to and shall not be effective to assign to Engineer any duty or authority to supervise or direct the performance of the Work, or any duty or authority to undertake responsibility contrary to the provisions of Paragraph 9.09 or any other provision of the Contract Documents. C. Day: 1. The word "day" means a calendar day of 24 hours measured from midnight to the next midnight. 1. " ," g tho " or'k," Pofer-S to �x--.� diet is i ,a es oet ,root ther-equir-effients of'iff aW5jaWla nspeetio ,, e f wrxx 3innda-M, t;J ,-eF o1mo en damag-ed to Engineer's recemmendation ext-(tfflles� responsibility fer- the ,-ote fie thereof has on asvamad by Owne-at Fkii teantial Campln in awae -ith Iagroph 11. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 5 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1.T 44pidn," used in eenneetion withsefyieecc , fflaierialarpni@ftt' Sh lii mean to G��i�I�'=arnlra2�i�Pt CFf,, r4eK i •ccr, iric^c+cQf"I.f10, or e epA to dl.e_ Si ea, /,.,- � o ,.tEt,o,. veifie l lae ian) ,.wady f r „Sa or irrzteallation and ; sable o ofable , ,,di r 2.T--he word `*&,all," •f,b.v used in eemqeefionit e2G, MaLxn�a!'L, 81=e i-V.ix....I shall. mean to ptA if4e use or y),aoo in final position said s 00, maLxrialz, or oquipt'ne-iC 3.The words "perform" or " Pcy. id ,e when used eanneefien d4th sefviees, matoria10, of equipon , &lmll mean to -f nmi3h and install scac`li ��el iEes iaZ:,1 A; g, oil e ent eamplet �3 ><3y ;,.nor ae a , 4. " f unnich," "incteall," "p°Efomn," or "p cy.' " 3 not wed in eanneetionit o gg ; a ntex4 eleafly ry g an oWLga6yn of 1.2wto , "Vro i » F. 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. ARTICLE 2 — PRELIMINARY MATTERS 2.1 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be required to furnish. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain in accordance with Article 5. 2.2 Copies of Documents A. Owner shall furnish to Contractor up to ten printed or hard copies of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproduction. 2.3 Commencement of Contract Times; Notice to Proceed A. The r,.,,,,.wt Timesy l , o e to run cn the thiAieth day after- the Eff c4iye Date f the oat d in the i retiee to Pr-eeeed. n 'wee e P zcd z;rf Yi gi .pan at w ar *./i Effte4iye Date of 41 Agieeont. In no event will the r,.r4aet Time eammenee—to run late,. tt.. die six4ieth day �o the day of Bid opening or- the thiftieth day aftef the Ef��ive D4e of the Agfeement, whieheve date is earlier-. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 6 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 2.4 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site prior to the date on which the Contract Times commence to run. A. Arelinihiary Leh ftor thi Effee4i-iv Dato �tl gx,ri�r, rt(unless othe -wise speeified i the G zral Roquir 1'iall bruit -'e E iffee f f timely 1. dimina?y Progress Sehe „lv ;,,die gng the times (nth . e fs of days er �for St.'aAing and eample6ng the var-ious stages of the W�, ineluding any Milestones S-Peeified in the 2.a 1►rr.KmirraM,-&c'.x�u1-- Vf FubqriW!s; a,Yd 3. dimina?,° Seheduk o AL&kt s for all of the Wx w-hieh in,.t�ti*ies and pfiees of items wMeh when added together- equal the Gamffaet Pr-iee and Subdivides the ck into pe+famm.anti gill inc u3o at afarapfi4e ameui4 arA 2.6 Preconstruction Conference; Designation of Authorized Representatives A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the parties as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. B. At this conference Owner and Contractor each shall designate, in writing, a specific individual to act as its authorized representative with respect to the services and responsibilities under the Contract. Such individuals shall have the authority to transmit instructions, receive information, render decisions relative to the Contract, and otherwise act on behalf of each respective party. 2.7 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules submitted in accordance with Paragraph 2.05.A. Contractor shall have an additional 10 days to make corrections and adjustments and to complete and resubmit the schedules. No progress payment shall be made to Contractor until acceptable schedules are submitted to Engineer. 1. The Progress Schedule will be acceptable to Engineer if it provides an orderly progression of the Work to completion within the Contract Times. Such acceptance will not impose on Engineer responsibility for the Progress Schedule, for sequencing, scheduling, or progress of EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 7 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F the Work, nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Submittals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required submittals. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Price to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.1 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to Owner. C. Clarifications and interpretations of the Contract Documents shall be issued by Engineer as provided in Article 9. 3.2 Beftrenee &anda-ra A.Standaf 3, El�caifieat; , Codes, r „3, azid P_ 1.Re€erenee—to standards,speeifieatiei33, manualo, or zec`lics of any teEhnieal Seciet� ergaitza ior., cc amoziatio,� or to Lvz.s-er- e ulatom,-1.1hethef stiehof ee be speeifie by zRall maan the-starxiand, speeifieation, manual, eede, or- Laws er- RegWation in offet t the time of 3poriirrg were no Bids), e*eept as may be ethefA4se :teats it the-Eontmca D 2.No W,/;icion of any suehstandard, spec oaten, manual, or moo, or are,, inst ,,e fier of Supplier, c!Wl of e five to ,a,ange the a„ iesor- of Owner-, Gant .,,, tar-, 4zo-�r m�-eefftr-�,xnmltant , agel4s, ar 3nw , fi-76M these Se f At, i the rontmca D to Ovffief, or, cr lwy of their effi��eeter-s, members,pai4neisenployeesF agents, eansult 3, or cr autl , to oup, o peffafmanee-of the fork or are, '„*- � „*'��r;*� *� r'��*�' � �onr�rvl►rliineensist ouWrrfi� 3.3 Reporting and Resolving Discrepancies A. Reporting Discrepancies: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 8 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein and all applicable field measurements. Contractor shall promptly report in writing to Engineer any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to Engineer in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph 6.16.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to Owner or Engineer for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and: a. the provisions of any standard, specification, manual, or code, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work (unless such an interpretation of the provisions of the Contract Documents would result in violation of such Law or Regulation). A. The Gent,.,, r,,,,.uffle3 turd, ba amended t p ;de vor additians, deletiottz, arA rt:visiens i� alwro and B. The feqtdr-emexts of Gentmet Daeuments may be s„'emented, and minor varratior. and at in the �orl, nmy b ,t . v�„o or nx-,ra of the folio LA Pieta Ofde,.. 2.Einginecr'o appcoval of a Shop Dwz.,cr fiamel (stit;eet to c Wiiorom of Par-agr-ap 64,7.D.3;; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 9 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 3.5 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or its consultants, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaptation by Engineer. B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.6 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by Owner or Engineer to Contractor, or by Contractor to Owner or Engineer, that may be relied upon are limited to the printed copies (also known as hard copies). Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving parry. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. Because data stored in electronic media format can deteriorate or be modified inadvertently or otherwise without authorization of the data's creator, the parry receiving electronic files agrees that it will perform acceptance tests or procedures within 60 days, after which the receiving parry shall be deemed to have accepted the data thus transferred. Any errors detected within the 60-day acceptance period will be corrected by the transferring party. C. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.1 Availability of Lands A. Owner shall furnish the Site. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. If Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 10 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Contract Price or Contract Times, or both, as a result of any delay in Owner's furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request, Owner shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities or storage of materials and equipment. 4.2 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to Owner of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to Owner of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.3 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 11 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), notify Owner and Engineer in writing about such condition. Contractor shall not further disturb such condition or perform any Work in connection therewith (except as aforesaid) until receipt of written order to do so. B. Engineer's Review: After receipt of written notice as required by Paragraph 4.03.A, Engineer will promptly review the pertinent condition, determine the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engineer's findings and conclusions. C. Possible Price and Times Adjustments: 1. The Contract Price or the Contract Times, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condition causes an increase or decrease in Contractor's cost of, or time required for, performance of the Work; subject, however, to the following: a. such condition must meet any one or more of the categories described in Paragraph 4.03.A; and b. with respect to Work that is paid for on a unit price basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b. the existence of such condition could reasonably have been discovered or revealed as a result of any examination, investigation, exploration, test, or study of the Site and contiguous areas required by the Bidding Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment; or c. Contractor failed to give the written notice as required by Paragraph 4.03.A. 3. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, a Claim may be made therefor as provided in Paragraph 10.05. However, neither Owner or Engineer, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors shall 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 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 12 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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. 4.4 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. Owner and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give written notice to that owner and to Owner and Engineer. Engineer will promptly review the Underground Facility and determine the extent, if any, to which a change is required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. During such time, Contractor shall be responsible for the safety and protection of such Underground Facility. 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reflect and document such consequences. An equitable adjustment shall be made in the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 13 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. 4.5 Reference Points A. Owner shall provide engineering surveys to establish reference points for construction which in Engineer's judgment are necessary to enable Contractor to proceed with the Work. Contractor shall be responsible for laying out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Owner. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. 4.6 Hazardous Environmental Condition at Site A. Reports alld PFffit4if,,Pw.- a F/aprJemef C-enditietis-4defAi#�, these+ZF3rts aid cgs douo EnviramneffW Go onz that hxt2 been identi4ed at the site—. B. aeeufaey of the " irrrX, Yzat—,Heh-fepeW,-mod " ol�bVz data" iz identified C ti✓�1z. Prrroept4c& vaoh rho on vaa'i "toAohnioal ontpa--k :Jry upon of MAe olapnl against Owner -or- Engineer-, o aff of theif e ffiee,-s, dffo&,32z, n2a-mbcrz, partner eff ;levees ge ffts _orcddltaxt 1.Ahe eempleteffess of So zpmtz anj ,a,,,,.,.;fts r^. Gefftfff 3r'z pwpasaz, imlu & vat mat meted to any aspeets of the moanz, n2•�eds, teehniErdes, sequen eedufes Of „motion to b: ontraot^r and saf" zoauticns and pro Pmnz inzdepA nor r 3. ontraotc& intafpfet fia of or 3onolu3ian dfavm 3,,n any "ta3hniaal data." 3r arr,—,*iek onvor infmnatim. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 14 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessity for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. Promptly after consulting with Engineer, Owner shall take such actions as are necessary to permit Owner to timely obtain required permits and provide Contractor the written notice required by Paragraph 4.06.E. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after Owner has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of any adjustment in Contract Price or Contract Times, or both, as a result of such Work stoppage or such special conditions under which Work is agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then Owner may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. If Owner and Contractor cannot agree as to entitlement to or on the amount or extent, if any, of an adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either parry may make a Claim therefor as provided in Paragraph 10.05. Owner may have such deleted portion of the Work performed by Owner's own forces or others in accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold harmless Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them 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 a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be included within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Owner to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them 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 a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.1-1 shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 15 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INSURANCE ww �w�ui�iiaseiaa�s� z� ui A. star A. all ftwft6h-peff3mt x c and pa,fflef4 t., nds, gal! in an am obligations , nde f 4te C,.,,t ffi.+ Doc�lmer*^ These b do chall runmin in r€€ec� until ones the date w-hen fil l .rz,,ment i.o,,,,,. es due o until eampletion ,f the eoffeetion -period ., eeif e in P��gvcT.h 13.0 , ,,.>,;ehe ,e ;s i e , o ,.or. az V,.yide,l ethe 3 �,j raw r no,.,�� f misE vac B. All 3 chall inform p"-sefibed by the r,.,,,, ae4 ,-,,.,.,,menu o LV-. ul7 pxavided ethelwis3 Ivj T :r o, and ultall ti a n-'^. ad in the list of "Companies Holding Gei4ifie4es of Authefity as Aeeep+a] ljar? eS ,.., > oaef l B3.-AS and as ainvaving 'Gomraxn: -" a *./i R.nzani Management Sen4Eo, Sufety Bond B,.mcb, U.E. Dapaftment of thcfeasul=y. All bonds signed by an-ag1'lt 3r attofneyiii-=fiwt ni st be 03mpaniaad by a eei4ified eopy of that ;,,,a;.,;,atmVs C. if the fety an any bond f,,.. ishe,a by r- enbDotor io deemed iwil�upt Of eee 00 iMolvafA er its fight to �uc/.nass is tv,..,, god in any, state ,,.he fe any aft of the Pre eel is 1,.eate,l ,. it eeases to meet the fe 0 opts of v,waggaph 5.91B, Gon. ,.,,, tof shall pfemptly notify n,,,,.,of and Engifwr ,:fr.d *all, : , wand and oar„ mr4r 5.94-.9 a A. All bonds d in.-mranee ro roa by the Goat. et »,,,,.,,menu t be pufehased and Maintainedby Owner -or- r,.,,,,.,,, tor- shall be obtained 4,.,,, Sway cY in-su ne-e-oo-nip/anias that , e a„ty t; ensed 3r auth3tr�A c tho JtWyzd�at' 3r in-jx&1 e por- l z livrits chat alc3 o ao may, b .ide if�,,, ,.low�, Conditions. A. Eefftfaetir Aall -rrth-CepieS43 ;aC a33it43rral r�,farad and lass payee ide14if1:d in thi F/aW.affiei4ary r,,ndit;otis, ,.ef6f ates f -pufehase d maintain. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 16 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F B. 9wnZ Aall deliver- teGafitr-aeter-, v4h eepiesto eaeh additional instred and low payee identified in the cupplo... entafy G dit-.,or., eet4 fieates of inG�mn e (and ethef evidenee o ir\1 T1R1�a o este a b CefA, e or cY an. ethe additional ed) , -hieb. 0 o oifed to pidfehase d mz3 . tam. C. F. ;!Ufe f n,,.. e f 3 d31M MI'd 10111 -. Ptif1e eS 6 6thef o ,;,teffee Of GefA,.,,4er-'s fi "31^1.la:lJ9 with o inauzn iequ=reli�eg4s v" fa l„fe of &A of to idefAi y' a defleieney nreomr).ktnee from the -evideneepro vided chall nat be nstn d ao a .v,; v��otor'o cVligatien-te Bch inl =z-e-. D. that rr nzx, oxi3ragp and limits ista .lishe,a iff this GefA aet E.T?e instffanee-and hxcu neo limito r do ohall 1x� �----deenied x a limit4ien en -5-4 Contractor's Insurance A. Contractor shall purchase and maintain such insurance 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. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; 4. claims for damages insured by reasonably available personal injury liability coverage which are sustained: a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or b. by any other person for any other reason; 5. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and 6. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. B. The policies of insurance required by this Paragraph 5.04 shall: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 17 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, be written on an occurrence basis, include as additional insureds (subject to any customary exclusion regarding professional liability) Owner and Engineer, and any other individuals or entities identified in the Supplementary Conditions, all of whom shall be listed as additional insureds, and include coverage for the respective officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; 2. include at least the specific coverages and be written for not less than the limits of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; 3. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.11 and 6.20; 4. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 5.03 will so provide); 5. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work in accordance with Paragraph 13.07; and 6. include completed operations coverage: a. Such insurance shall remain in effect for two years after frtal payment. b. Contractor shall furnish Owner and each other additional insured identified in the Supplementary Conditions, to whom a certificate of insurance has been issued, evidence satisfactory to Owner and any such additional insured of continuation of such insurance at final payment and one year thereafter. Owner's Liability Insurance A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintain at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. A. i3ad inn.tl!„ nrr :��all gpxa'hxX, and mz� ntak-. proper � inaimnee upon the Work at the Site in nc an,.\-,umt f he ft �� �� rsubjeet to suEhh dedttetible-affteunto ro may, b „ ide ,r *ho FrdW—.efne1 ai= , Conditions feq+i d tity T cz . EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 18 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1.mEiude the interests of r w-necf, Gef fae or, S,,* &,o2j, and Eitiggineer-, and any e��Exe� individimlo or enfifies identified i the Supplementafy Go dit-.,or., and the o ffi er-s, dire 4er-s, memb1 0 t� 4� ra „1. .1 f OrO, �r%artixcr:Ten3pivyecr,-r^,rgenr.Te6irJc�rltai, EAirtaEt6iT�rer`kany t>,o.,, o >, e f whom is deemed t.o Irzte am Win,,,., t.le 44e est ,,,.,,t -Aall 1v/ listed less 2.Le w-r-i Lxi cn a IUaildor' o ffit1r "all rrah" poliay fbilm sJi11 at least inelu n irx-,umnee fer p ysieal less damage to the xx7.,1 +L11211.,�1�11'tj u,;l Arse'VVvri�cmcli-rr"'xc^r�cCXY.AlO and equipment in tfansit, d zhall inane against at least the following p ilo or ea -uses of le theft,fire, lightning, e�4epAed eevefage, vandal 3)m and maliei , eellaps--� de�-s--�Wl., bm c aryl l�8-ulatiafffi-, .ate f damage (d,0, than timt ea -used by flood), and s„eh other- efils of eause loon a7 3.4nelude exepenses i cored in the epaif of-feplaeefnent of ., fl.md rr35eft- i alud:ng vat not lin it d to foes eed ,a.,,fges of engi ee fid .,,-ehite ts); , 4.eavef matorimlo Md o ent staredstar-ed t the Site , at thee- 1,.,.atio,, that , agfeed to , .,-;f;ng by C1 pn" to I iirg-iix@erpv ate`1m *irthe Work, pmvided that sidesideh m crialo and e"ipmepA have been ineluded in an Applieation for- Payment r-eeemmended by Engineer-, 5. €ar Vxtial u ' ; 6.ineliade azteng and ztxtur; and 7.ho maintained in off et u tAi final pxyiRent-- e e���r-e�d to in writing -by per-CefitfactrrrI mdEngineer- with 30 days s=offT«en-netiee to effeh 'other locrz lrree-4e wham a oxtif^a+e efiftsu ., L has Lee;nssned. B. 9wno Aall pwahase and maifttain stieh eqdipmetA keakdeown imumse-er- alditkxt l lr3pa-fty 1rxa1v 0 ao n2aj be fe fe ,�, by the Cuffloo,,t ffy Conditions itions T., n .�„1 Doations ,, h 1, 11 1 ,a the t. f n„ r tf , E ,a �zx�nicriic�c-crn�irtcii�cs-vr-v�vPn�",cr-cv"rrcraCrlll, �1.1 ��:%C.�0, all zirgaieer�-&lizrair`y'--^v er .,,t;.,idu sor- ofAities idef i ;3d in thi F/uWz 3, arzd tl.zaffie '-s, dkeetefs; ar.d vALoai 4,.ae4e, of eac a:.d arlj af dieffi, eaek of,,.t,,.m ;s deemed to 1mw at Cerra Aall bc li:tal az a lass payee. C. All the ,.,.0 ie .f or other- eyiaenee the feafl fequifedto be- pumhasedand maintained in aeeefdanee widi-thi'z Ixamgfapi, - nti , 4 ~tain a rro rickn Cr not o fe-fuzvd until at : er a:-.d Gefft.ae4e,. and to each ether low pxye *& „he eA4fi at &f inamnae has been iss--' and „gill ocntain :per previaonl in azeefdanee v4th llmpa2h 5.97, D. 9�Arrx zmall n 5 and mc1 --t l irrim ee c eeifi== e in thiz 1%7a r. 5.96 to pfeteet the if4efests of Ge or, FaLaantraetefs, e1=eth3rz im the ountc that afe : ,a ef4 f; ad r thi FkiWlamefftafy EenEl x—=. The trizlz of loan within it sueh idefAified dedue blo anr.\-,lnt ;11 l.0 1. ,�� G „+,..,, tef, c4,.,.,A,..,,.tem, or other, Suffefing any sueh less, and if any f them ydis?cs pfepel4-f EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 19 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F insurmee-eo-�nago -vithin tho lknits of stieh affloufAS, h may ,ra'Iaso and maintain it at the puF--haaA--'g 3'bE I: o i2po zx. E.If Cef4r- etef osts ix -»rit' oral inuxu m. iWamnVe- pefieiaz M-fia 1K—C N-vi gmph 5.96, -0 or dhall, if pcm,& a, , ,.hide si*h iwimlwr a, ap rat o1�. Llh�z to 4 � V 1 �tl3e�te--�� mo Mall ,rifling ad-N se !~epA -ni.4e - .:.1- ethef e iv--cvxian0l'�i'ii»i'S �r rr'v'rn'-ir , iM „ ath-- inmwmoo haz boon pracximd by 9wxen -5-.7 Waiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will have no rights of recovery against any of the insureds or loss payees thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights against Subcontractors and Engineer, and all other individuals or entities identified in the Supplementary Conditions as loss payees (and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any party making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them for: 1. loss due to business interruption, loss of use, or other consequential loss extending beyond direct physical loss or damage to Owner's property or the Work caused by, arising out of, or resulting from fire or other perils whether or not insured by Owner; and 2. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril or cause of loss covered by any property insurance maintained on the completed Project or part thereof by Owner during partial utilization pursuant to Paragraph 14.05, after Substantial Completion pursuant to Paragraph 14.04, or after final payment pursuant to Paragraph 14.07. C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to in Paragraph 5.073 shall contain provisions to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 20 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F against Contractor, Subcontractors, or Engineer, and the officers, directors, members, partners, employees, agents, consultants and subcontractors of each and any of them. -5:8 Receipt and Application of Insurance Proceeds A. Any insured loss under the policies of insurance required by Paragraph 5.06 will be adjusted with Owner and made payable to Owner as fiduciary for the loss payees, as their interests may appear, subject to the requirements of any applicable mortgage clause and of Paragraph 5.08.13. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order. B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers and, if required in writing by any party in interest, Owner as fiduciary shall give bond for the proper performance of such duties. A. of the bando or it-,umnse feqdir-ed—to be- eh sed—mod maintained bytl e a a paity—in aeeePda3eewith Aftieie -5-en--*YJ 1!aJs of non „rma:r,� `.`Ath the crr"ec Decmaef4s, th eb*frog ra&y zRall shall eaeh provide to the other- sueh ,,,tdi . 1 infefmation in r9speet-4 ilv,mnee pfavided s the athef may rat p'a1ehaso or maintain all of the bands and iftswaft a Pe-e-d-ef vial! pp7, al! part, -glum t3 r7aralrra , r1ni8rte the staff-ef the irefk, of of Scieh K-0u7J to stain per to change in the -eqifed eever-age. W4tletA pfejudieo to an-y &the - � edy, the other- .., Fty ,ti, eleet to obtain o .,lef4 ban 3 Cr in-jal'1 nse t p oteet stfeh athef pafty'szgri&,zd t ge, ar d a Elffige-Or- or Ahall k.—i A Partial Utilization, Acknowledgment of Property Insurer A. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work as provided in Paragraph 14.05, no such use or occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 21 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES A. star A. uV.r:4se, inspe1, arA dictwt the Wefk eempete 'rf and ^k ^44ef 4;..,-. there 3 azid ,eWffing a.A e�Epei4ise-a3 rnczf tic rrwam"ef tepe. � -Work in ao; ^Jxi11 rote means, method, tenhr.ique' se o ec, or prizodwe of eenstf.,etio.-. w1.;..t-, ; nt-.wN o ndie.,4e ; and arprassly r-eqairod Ivy the r r.r4fae4 ,.,.effier4s B. At all timas ��the -progress � of the -�trac or shall 1vb o fAi e denl ,he Ji 111 not be epl e ;tha it AT44efi efiee to 0-o o and T. ,-. ee 0 ept A. and lcr and ,ram ^-r-4� etie as fezfairod �rf tyro Genet Doeafef4s-C�tf 3r Aull at all tin�ros too Uit B. xeeptas atherAise required for- the-s€t€aty or- -pr-eteetion ofperse 'ork or lrr p at the Site or- adjaeent thereto, and &Eeept as other -wise stated in the Centfaet Daeuments, A We :moo &:to ahall Yi p--93vmzd duty mg-fagukl 3. a l aturdczy, &a.rdar—, ar any 1 ' t-�izy�iol� 7.41., t t.o , �3.,aWff -(Atl,,' A. Unless e41.0.-A4se s. eeifie i the Gent- et Tl.,.,,,m e 4s, ra4v�,.,4,r�.,V,.�� dill pr3-ride-md mgume-fii11 o sibil ty for- all se es, fn 4o,-ia4s' v epA, labor., and tnaekineiy, teeb, aWlla�v , , or, hLht, t'haat, Uophane, , saiii4afy feei4ies, tew,pe kt az, and all athef f4eik as and -- , :tart l T, and o . B. All m crrralo and equipment iflooT-co uted into the Work, shall as v^;fiod of, if rat seei fie sha4l be f good alit„ and new, ^oft ro otn e "ded in the Eentraet Deethment;-An 31�caial :wH+aa6az and guawntoas FegjiP, Ivy the - pee sal -call oupr ef-9�,N%e ezfaip, Ivy Engineer-, Gefftfa ar Aall fumivh 3a ' (in-,!udk� fepai4s of to) ao to the ,ewequality of matefials and equipme-- C. All m crrralo and equipmLxi shall i- stered, aW ad, inrialld,eenneeted,ereeted. pfateeted , used, eleaned, edid eanditioned in aeeer ee-�itl2 irx— afio s of the ^ plieab o &Vpr. af, &Eee-pt as ..:"wf ,:fit EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 22 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F A. star A. adkr-,ra�-PfogrxY 1 h2i;1Oc g ttall izh. ;:d ip a: as ;t may be adjt stow f.,.m time to fime-w provided belaw. t :tom dm11 czAlxi2it t d in lkt� _gfap ----r r,-'.. � ) t ift 0hX'Igi ffg the /rye fft..,,_� Timaa. Faah adkazt ZIWI-a'_ RZ4Airmn--Yrts p,ie ft le thefete. 2T7-T-x3f3ed adjestmePAS in the PfQgfess Sehedele thatWili Ehhange- the -Eeiiti=aet Tinoo shall ha fHay ei4y ba i ada Yiy a Champ n A. uipmGrlc i' ailtmot D i}g tyro MXH-J iaiL-� FraV,).ia , dese>=ip icn ig inten aWI;zzh the type, fid o;kin, apreafanee-aiid ffaalkeg;� �'�ess the eeifi .. do or dese -ipt ,.,-, eon airl7 or rJ followed eading-that ne like eEfdiyaicnr cc » ffl4efiffl E)f e-athar E, liorz tha'j La +) P~R;~ft~ f ~ feVi u:rda th0 1. "Or-ELqHLql " hems. if in E gineer'-sele disef on an item of ma4efial E)f eqtfipffiei3� pfoposed by Gai4f,,, to f is ftmef;,,na l„ oqual to that named and s„ffieiefAi„ E)rniilar owe ar - will mquir„ , "of eEp » i4im, ift ;44eh ease fevie arA may, ifi E,tineef's sole diser-etie aeocrrnllrrzhe omar).�ancae- with oomo or all of the eents f r pfoposed s4stittAe items. Fef-tho p/arpses-4 the Am graph.. 6.05.A.'tea pfoposed item of ma4orial c�r A' be � cider-e otim ll-= qual to ar: item+ -se flamed i f- I)A ;s a4 least oqual in nmtcyralo of ocntem-own, qualit,�, duyA li eafanee, stfeno, and design ehafaetefisties; 2)4 will z6aVrj pa-€orm at 1east-equaDj tha n and aaweve the ?)it Ix- Yrcr- d availA li,� >, r r4,.ae4o f ,.ef fif eS that, ; f apprTO-zed fffid i OOFV,/Mtaa i140 the A )the e will be „a iftarus«eest-te the O�ref of iftefease iff GOPtFaet TifHes. fa 2)4 will eiaftforn2 czah:teantlall; to the detailed feEtidifeffients of the4tol-11 mmed in the r;014, aet De l4s EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 23 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F does not " " i7, eD an "or oqual" item -ciiid -Pafagaph 6.05.A.1, itw ill a eaftsidef c c^s b.C-entfaetei^ sliftil mbruit suffion.t in idzd kxdaw to -a! 3w E.—,&Oar- to dam.in tially :dui : "' t i d and a:. aoo S444+4e- items of eial cr aqtdpmenI ,ill rat opted b E eef from anyone athe f thm. r .'`,tn,}r�lL tvi icNic by E.4Ao2r.� r Fkamg�' � vvszrzzrirJ motod by th—a Gefie "t Ro,,uife ,o3, apra as undef th vam learises. d da11 nsake mitt"i aV,)-m 1)Ahall -xrti�"t the proposed s„bn6-Mz,,Aot b)bc-mnilar in lm&. a)the eae t ;f " , to .,,hie-, the , e f the p ed stibst;t to it" m will udiae o a oigar� any .f the r,,.rt,." t Doc mafAs (of i the provisions f any other- difeet ee tfa ;ti, r,,,,V," f f f oti, ,,,crk on the D,.,.;eeo t adapt the design to t>,o prz-,�woad Use f the r „ox'd tr-344#0 itom in 00meetion a)a4--vatiaton"f�o F,<)po9ed substitidte 4effi 4,effl that speei4ied, 1ri:IrailaN� 12, t31�Y cenanc�;, rC-pair dil ycp� -a t d EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 24 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 4)sha4l eefltain an itemized estimate of 11 asts of ,-edits thftt , .;11 result dire, l., o rdifeeAy f.e,.,, use of sti .i, substitute item, ineluding ,., sts of fedesign an a obinof preee,6&;w: I a speeifie aarz, , se"eneo or lrr eedt e of eons n rz a"r-essly r-equir-ed by the r 4ae4 D A. furn2h or uti�o a cukztit„*� o „�, o*''�', *ooliriiqu.�o, or e ef-e�trwtian a Mleer-. Gaf tfaetef J.x11 o4mit suffieient infemmfion to alle aritmot Doauma.to. D7j fer�jw lvf Entineef =moo oknilar to these „ :and in IZ1rub-,Fap 4 nc n 2 C. Engineer �s &whiation.-- Engineer- will be allowed a feasenable time �M"n w-hieh to evAuate aak gar es ar mibm.iral mado parmant-4o Irkmgrur+2-. 6.05.A and ti nc.B. Engiewaf ffkt� fin,.ish. additiarral data ati 'farm. Enyn tht--sal.,) dud ar utilizes tmfil Engineer's feview is eemplete, w-hieh will be e-,4deneed by a Change Ofdef in the ease of -a „1.s�d an ap�,�rv,,ed Map Dm-Mntfor an "or egml." Enginee, , A44 , ,1. ; e CafA.aete,. in D. 3r r r.{J r. cfix a ZY---eiaI of f ,.m o guafaffteeor- the , e�y , ,; � fe eet to G4,Zt.ltute, E.Dfgineer 's Cost Re-t191bwseme-mt: En eer- �Mfi eeer-d Engineer-'s eescs in-o-ealu ating a ziub/ztitlate wed or lxtl'mlitted by Contme or r/ar0cunt to Parf agfaphs 6.05.2 and 6.05.B. Whether- yr Hot Efigii3xr Tr ai^ \.brnittod by %atraet9i, !-+,.,,,-,..,4er- sl 11 fail 17ars— r the o sonzaKi . .mok prapesed $nvs4lr}4or ohull a o3—PGYnT ai^0a Odrixcrfvr- the zeiiS6"' ;✓ ur Engineer- vr Concerning Subcontractors, Suppliers, and Others A. GafAfae4ef shAl rN4 a ,. ley any SEbeentraetor, SuW- ia,., ,. other- individual o en4y (ine ,,ding these-zaeeeptable to eated in Il .x „'� ��'�� et er i or m a meant, ag—z.R + ,.1.,.,..., n,o ffiar mwf lna: fequifed t „ laY Ay FAatiZ�ar, r7.li: ar a;.ti7- iS Of B. If4ho Supe.afnentafy Conditions requir-e-the identity of eain F1a1�,ocntm&,oro, FIdW-.iafs, er athef individi2alo or entities to be o k' kmitte t n.Ame,. ; 11.,,,nee f aeeeptmee by n.,inef by , thereof i aeeer-da*ee . 4>, a aitIh it -miting EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 25 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F in the Bidding r,oet ,ont or the- Comm,- —Arut- r,oetime ts) ,.f moh stib opAr-a or, rmpr iar-,—e1 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 26 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F othef dum] cr entity s idenfified ff, , be fevoked r a o of-fovu�J, objee fier .,�v, dueiiwesfig4ian..-Eentrae or chall val►on it an azeepAle feplaeement fethe fejeeted Subeentrr, FlaW-kar-, of other- i,, t; ;dual or entity, ,,,,7 the ron1 t Pr a will be adjusted by gal! Popp aeeffieK d am arVtapfi4e Glhanp po ll f any moh F/ab atholir i-ndividual af entity, „ l ethef inifi ,ll„ of as a epl, o,,,on Cull . sfittAe a waivef of any fight of Owner- Engineer=tefejeet defective Work. C. Gon1fa ar A. Lt fRib' r-eSPa.-IY.Wra tsar and StibeopAfa orz, F/ars)53 s, and a4hzr individual Io ii'rg or-fumishieng amy eke ' 1z end ^ . 143thkrg ir. tki efeate f the benefit f ffliy stieh S4 rtr e or, FldW er, the individml or amity anyai+y e3ntmctlual rfllatianerliir, be x;r a A any :UCh StibeolIlfaefer &ag t1 oY af e or individual a 2 �J.m11 or:ate - g-at'ron on tho part of 0 er o, En ineer- to -pay or to oee to the paymefA of afly meneys due any stieh c„>1eent,.,,,.+or, Flapeker, or other- individw] or afAity exeeps may .the (wise be fequifed by Laws and Re ulatiom. . D. Ce+A+ae ar :r�all L ruling and zaeefdinat:.� the Wafk o c, orz, imJi-,'dtia4s er- f,,.nishi� afty fthe E.Ger &&all r fo all F�aL�� tera, Flayrlr=efs and „a, ,.thff ,,,div dualo or entities vff ,.,. ing of f,..,,ishin .. of the W,.,.v to communizate vAth Engineer- 4,,.,.,,,.1, r nt,. et ., F.T-he ,t;,4sieffs and see fi ,,.s �tko W ai fie4iefis ,,,.a te id at;featiei s f any aNzYiffga Mall -.A PAr-e Gef4.,,e 3Y it dividing th—a ar FljW.�rs or- delineatilig the W,,,.y t be peffafmed by . speeifie 4ade G. All r-vr� perfafm �'�entmetef by a S4cen me or or F7a11y1=i r— • ,;ll be ptffsttafit to -an a arrato agree ef4 l.etweef Geft ,.. 4or and tko F/aLeepAfaetel=ar &aff1 iQr `il`ki bitndz the c4,.epAf,,, er- ar FmW.ier-to tlu atJ.iotile to and eefiieffs of the-C-entffiet r.e,,,,,.V e ffts & r *lr- ti, m-fit a:=3 Engineer-. A -» arm,, Seek agr-eemef4 is widi--a Sube r or WW-Haar-who io lnted -\j a loc/z pwye r h H HeA , im-uxtnae pr-evided , Fffasmor c 96, the agreement between the r,,,,,,.,,,4er- and the c„> eei4,.ae or or FldW- l ar F/aprJi Ce+A+ae ar, E.-4wzaar, and all athor crlividual efAi4 es ides f zd it *zj F/arfAeffwntafy Gen&xt . to ti—ah-sted m incmado or loon payees (and the ffieefs dife, ter- o,,. ber-. , at4 efs agents, eensultants, damages eaused by ng outof-, r-elatingto, of fesulting-f kom (wy of the „eri l s o eauses 4 l a, 'sad air on a.l; zwk a l c,,pplie Gent.,,ete „sill alrtmin the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 27 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F A. GefAfaetef ahall ram. y all arA rhea and x-yamo all zaests ; eide A t the , o ift dh.o peffafmanee-of the lock cr the ineefpa , on in the Work of any ifwei4ian, design, p ess pr-adtiet, of deviee whieh is the subjeet of patent fights or- eepyr-iglAs held by athefs. if partiahka ili-loritie"da,irg. , V-, or do-»9 is-speei ;3d in the Gef4f t 1,,,,.uffief4 fer-uso it trio -.Ad i� , uw iz valri to others, the existenee of stieh fights shall be diselased by Owfief in the CafAfae4 • B. To the f lles4 extent ermi4ed by Laws and Regulations, Ovffl.cr clmll indefwiify and he! hafmie-ss Go faet3r, arA its--e4ieeF3, dipo7-. , , , empleyees, agef4R, eo.rUaltants, and mk�ae,4,.aetefs 4ol% arA agim3t. � eosts, lessaz, aryl damages (ineluding bii not limited to all fees and ehar-ges of engineefs, > > and othe prefocraronalo, and all ourt or arkitfatkm or otherdispute ,-esoitt r ooctz) arrvng out of —or relating to arr,, in f ;r,.omen4 of ....,tort fights oeopyr-ights ; ei ai to the use in the peffealffiflee efthe �xc Wefk-er— 2zialting f f any ir-it , , bt4 net idepAfzzd as being _,l„ee4 �. C. To the fullestextentpefmitted by Ja-wsand Reg la iens, GE)traotor 2kull in han:nless�Arolir and Eiigli3eer, avid thfl$ff111r2;, dlr24er3, eonzdaltant-&�� ., o al! .Ad airy afthem 3 i a:rd agai.-e. all elaims, ests lesses and damaps-(imiludimg vat n , afehi4ee4s, a4emeys, and othef orAcian oourt or alrprtrativii cr other- ,a;.,ptAe ro elutio *a) c6zing et oof felating to any inffingement of patefAi fights of eopyfi&s ineideat to the Use in dh—e ltltrrg ffeffl the ifieefpefa4i3t% in th , • €-.8 Permits A. Unless otherwise provided in the Supplementary Conditions, Contractor shall obtain and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement. Owner shall pay all charges of utility owners for connections for providing permanent service to the Work. A. r rA, ete sb,.,ll gi o all notise required b and sha l eamply- ith all and Regulations and Pei or shall fesponsible e ffieflitefiffg ' orrlrlianiz,, 4th a:rf T :z B. oaacn to ljxoz�, hat ��,, ,.,, . r , Reggulationa, C,.i4,-.,, taf .,ha l boas all draimo, ae•,ts, losses, and damages (inel„ding but r .� ;meted to all €ees and eharges-of engineers, arehiteeto, attorneys, and other- pfaf ssiotialo and -all EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 28 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F e9 tFation or- Athef disp3ute r-eselt4ien to) alricing etA of o elating to stiehW ,1, However, it chall nat be Gentr etef's ocrpncrl►ility to and l-,,..,,,.;ngs o in ,.,.a nee � Laws and Robalatrro, fat-thio chall rat relieve r r4,,, to f 0� C. Ghfflige3 it T x(i Date of the A ,. ee ent if there were no B do) hczAn^ an off et on the ooct or time of peffofffianee of the 'ork shall ti the subjeet of a ,,,a;,,stme„t i r,,,,,-, aet -P fieeor- r,,,,,-, ae4 Times if nyffi , and Gont-ae4er- v unable t agfee on onfitlo,ti,o or on the anx-,ui Guam Misr, #ier-efi3r- as pfeividad im Pxagpzq'h 19 A� 640 Taxes A. Contractor shall pay all sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations of the place of the Project which are applicable during the performance of the Work. I.GOFira:%C.,r thrall eanfine eeis4uefien equipment, the stefage of matcTialz and equipmen+r,z^sn"'la the oper-atiens of workers to the Site a -ad athef areas pefmi4ed by Laws and Regultior., and mot La.«zonaUff zrroumbaf-tho Eto arA- athe,. areas ,;� nstf: o. etl-rx flat olr s'�all az any sueh land , ,, oa or to the ovmer- of eeeupant thei:e +er- of . ,,,1;. eent land 2-.Mould tiny o�l im Le ado by an; siaek oer- eeetipant beeause f the eizfe e f the Wefk, Gentfaetor Azall pir 6or ra r-esol-,�e the-olaim L'! arWtfr-Aha disrit or at kozf;m. TEthe, fullest ex4ei4 pel �'��s and Reglatiens,-412-&;itr-aEtor shall indefw* and - hold Inmrdess Ownerand r-Engineecr, —chid the a ftecr,,dircct3rz, mama., partneP&, o 3YZJ MLI-08 4aeters ef.tazk and any of hem 3w and against A elai ee4s, lesseo, and 3cffnages-(imilu3 -rg fat mat lim4ed to A few and oliargas-e€ vor� ,,.,,f&eeto, attarneys, and othe, „fefomko,-i to and' alp cr a* trafia oe ,lisp„te fe el„tio ewes) arising „A of ,. el. ting to awi-3 aim a az4ier legal oquita-•1-, hreugh* by aff 'e-vwizCr o-r oOcip'ant a or, or any ,.thee � indom..raf�ju-ndor t W B. penteval of Debris During Pe->cfernian"0 Mgresf the Ao v GafAfac or shall keep the Site- and ether- areas ffee ffem aec�m2ula6or. af waste atefi irut,+;Y 4, attd ather- JAA . R�l%3-tal aria dispesa4-4 zi=A -fucto mato rW3, rubkisk, and ather debris shall , of ...,., o aW, 5jaU�o T x(,r/,isAd P_a-guh-6&ps: C. :toxitial ar D''4all olrzan thi eta arA the Wodh and mak-o it r - utillzativnb�, O-Aaer-. A4 the eeffiWetien of the �x�c Gentracto EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 29 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ;sh,all r—emeye from the o all toolo, aW-.ranees,eenstmetion equipment and maehinef-y, and Lt V%tz nmterAralo and shall all Vrpai4y not designated f r ahefation by the Gon4aet Doeuments. D. or Vvmit ar.-f T, I l ao a in --\.Yf ma`mrw thfft-�arrdzmgor the st ue e,-fior zriall t awf r,�xt-4k A. Gantfaetar-shmll maintain in a oaflaee-zatthe Site one -eee d eop --4 all D2x., ings-, S3eeioa6ono, Addenda, -Change -vfdefs, Work Change Difee4ives, Field eider-s,cr�-z�xxn^"`yffitten iWo- plc-t t o„ ,.,,1 e «; fie 6o:r In pod error arA a a duinrrg itk all appi,,-wad U;amp?a,- arA a a all aWawd 11ar, DmAngs—�e aiailaW.a to >J, gineef f f ref re„eo. Upn zemplefien of th-e W,,,.'�, theseieeefd deettffwnto, A. Ge Aall 1►i z ' ' tirg, maieitainirg aAd siupen43ing all sakety pi eeafftie i3 ned V, +k' tho Oman-x of theif--work, ncr for ocn plianee--v�ith ape.ieahlesafi�� Laws and RegWations.-Gentmeter— s take all neees sary pfeeautions fefthe-safi€e of, --and &&all pmvide the neeessafy pfateetion to pr-evedamap, irrfn;, or- less Fkta mho mrzf k.affeeted by the Wefk; rss!�ie!lrse�:ee!esre�es�e!�: e�:ea�e!�!�. 3.ether- popr,>, f at-4ho Uito ar adjaaart-ker-eta, irnuje g Anilr,, 3, arA Und. B. Contra or shall with all apez.aable Laws bu. tiono ruing to the Safia�y of per -so 3 or po-pefty,or- t the ,,fate do o fpemom. or VzrD pa ty f.,,,v, dam -age, injut,,, or loon; and 4+&-er,eet and ra nt er all rzie notify wA%ef adjaoart --umd Fue li4ies and ethzi, utilit,• e o � pr-eseeti of the ork mwy—a eet- h , -and Oball eeeperet hern in the pfateetion,, r-emevall, felaeation, and 0 plaeement of their- pr-epeft�- C.r ntr-aeto f sha4l , p , v4d tl-ro ag;ramu, i k. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 30 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ®R- . . ........ E.All Jxnago, rear, , o in «� , dir-eet4y3r indir��t1r,�, iri -( hear iri pit, or, E�. or- any the individualor-epAi, , div,.* of indifeetly employed bffl+y of the 4e er-folm2 arr;-e€4he Work, or arty rfor-hose -acts zaff of them may be liable, 9ha11 ti edict a by Gent,.^, tef (exeept ,damage or lcoo attri�/,AaWe to the fault of n,.^,, ings of Spee;-f;oat.-ono af to the aets emissions of 0�'N%er- or- Ellgineer- ar- anyoffe empiff ed by any ef them, er- anyeffe for- "Ose acts o li ro, and : ,��vatallro, dir„ , iff whele or kn part, te4he f „ft o egligenee of GefA act or c. an; c :ter, Fapy).ier o the f indi ,;duu] or tj= difeedy of indir-ee* employed by aff of them), * nas all tie- MEis eemplet.,d a-zd Edo imaod a natiee to Ownx and E ar in ao Leo with Ramgrarh ? . athefwise expressly -provided in eenneetion with Substantial Gampletiao. A. GafAfaetef sha4l design^ 0 a qualified r-c^cixcrcxpefienE€d-s&rcc�rcPrcsE'liccrtivc-c^cthe -Site =whose +ttiaa arA wspeftsibilities--sW1 be the pfevenlion f aeeid xn3 t-lo Maifttaindmg and ' f s e t ,pr-ee „+' arr&-and ptragr-ams. ethe hazar4-communization info ^�; , o o t to be made available toor- exehanged betwee or- among emplayefs at the Site in aeeefdanee iNith Laws ar- Regulations. 646 Emergencies A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt written notice if Contractor believes that any significant changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change Directive or Change Order will be issued. A. star Aall subw-& S oT, Dmwingo and EamyJo_ to > r iiiee. f_,. r-eview a; -A :er7.-,+v44a aeeefdanee withthe meepted Sehe u f F l%ni a s- (as fegeir a� gfaph 2.n� Eae.h. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 31 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F a.Eabmit ti , of f,,opies specified ; the ro e- f l T'oquitvm b.Dat., sb,,,,,% on t o SN.-,, to CluarAities-, dimensions, sPeeif ed -per-fefffianee and design e orrra, natcTiialo, and-n2ilar data to to—anaVra Engineer- a limiter rzaTases— qti c d by a.F/Amit nunr&--f .r 1, rl l idenli6, A Eamr).a— orial, �ag�.+�Ji pefti &4 data 1ta& as :"t 'o" t. the e f f , 4 if4enA � to e 1 10 niimveirr, ar data a ; ii�3 V' i�3:{J F�,,,,,"� B. Whefe a S ap Dm or fiamr)e ; v rod by the r, ntr-ae4 ll,...,,,..onts of gie Sehe,l„lo cmnttals, any felate�peffefmed pfief to €igineer-'s review —and apprr3ya1 of the peftinei4 „l,mitt 1 . .;11 be t the sele v orsa and re . IBefo e v--!!m-.i ^moo¢ D?xr mar Eample, r-ofit,-,,, ter Aall ha: e and eaefdinated e ch ENay, D?x., ng or Eampl „�- ,r Chop Drum Samples edid v4th the v o b-.4e4ernsir(-d mid : ifiod all f c),d tnmox rafnentsquaf4it es dime„sie 3 Tcoifd p€ffefma o and dui o6a ipi�,ll r; ^i�3:>�t�, maleiia4s, eatale nun4��s� e.detefmined and verified the stitabAA &f all matc-sialo oferedwith r-espect to the tron, ch>r', �,,,storage, and prt.�r.k- t ork; 3rA- d-Aetarmirrd and , e4f ad all infer tior m ti . ' ifieeii3, mckhads, teehfiqtvw, :d�te-nex, and rraee tufes e f rs,.ideti^ a:rl safety pr-eeatitiens .-ad „ g nn inaident thefete, 2.Baa. s„t.,v„,t l shall bear- ., st. ,i4ter eei4 fieat; r d+4 G,.,,,faetor haz Sat G=6+A,.,,,.tE)F'S bligatiOlIS , to rl,o r FA,aet Dommaytz with, r ' 3."� r reach c/an2ittal to rhall that the Shm, D2x., cr fiamr).a may have from the -equir-ements of the ntme Doe onto. Thy mAin shall �ocmmnuniaaton o-apar-ate from the Shop EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 32 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Dfawingo or fiamr).o valnnittal; and, in .,ddifie , by a speeific mtaton nade-en-eaoh El. -p Drying or Samna t.,,. hied to E eef f o o —and appro -.t f eaeb stieh vaf iatie.B.-. -ill p o-ii f flx-.T, Dmuings-md l umrlas in aeeerdanee=4t the Sehedifle f F/ab nit4 is ceeptable to Rngi ee Engin ar'z m-6jw and a"r,,Jv4.,, to dccmn. ina if the items eever-ed by the s4mi"s will, after- insW!44 I 'fation in - the W, eefio thi in +r arzd be e3ni/atiVre r n,, aet Deetffnents. 2.Engineer-'s ro e aerla 2ep1X ., t . ,;tt r Llt:.rl to means, ..,opt, d3, taolmiques, Sequeftees, oular maa:r, method, teeknique, , or y/woedufe of rstm e ion io 1xy eifz 'ea expressly called for- by the Gentm Doe onto) or to oaf�tiono or pr3g2ama inaidentthereto. The eview and app-ro .fd om ro oua ..;tt of i die o apt ,A of the assembly , . hieh the it 4, et 3-.E+giw,ecr' z ; ff.d ae with the fe o epAs of Ik-L—,g2ajli 6.17.G.3 and >~rgineef has given ffit4en apM gal of ea Dreg or Eaitr)e, and 4,provral shall Y, tr-eliev e Go,.�. �6 , 4E),,. o- res-p3t%A✓lit•, f lxu r'v 6.17.GI. I.GEMAr- chall make , eeti ns required by Engineer- and shall ,-etl .,. the fe rod numb eeffee4ed , o ,.f D2x., inga-and w1!rnit, ., o ,.ode new Samples f feview rd appr-eval. r,.,,tmeter- shall dir-eet speeifie ftttention in vmri ing to ivN4siens othe - dmn the 4.4-8 Continuing the Work A. Contractor shall carry on the Work and adhere to the Progress Schedule during all disputes or disagreements with Owner. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as permitted by Paragraph 15.04 or as Owner and Contractor may otherwise agree in writing. A. Ge fft.aete,. ,,ants end gtwapAees to Owner- A Wef .=rill Yi in a eorda~njo -v e+A+ae4 a:' ! net be defeetive. EfTi-a v arA its ei �, �Rrc�torz, ment vim paftners, employees, gents, eeff onto, zndstibeentr eters sha'�entitled to EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 33 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F trzbuse, nvdificcction, or intlriATLZ maint:nanee of operation by poroom. other tb ,,n G& t,.a ter, S4eentrro, fralWkefo, or arrry other dual cr �tky € r ,,.>1a Ge traetef is responsible; and tar t►r-def-fl3m,ral umgo. C. iorrll all e6mPrece-Ork In a:.e6mt'HiCz=dvrcrr cerraucc Doe Lx'it0 d-xi11 i-:��.rofiffAte N e of the fellowing ;11 sfib e edi aeeeptanee of orh t12at4s .t , aeeerdanee with the Ce tract DaethepAs of a release of Gentr r'o oV-Iigatul to 1;effe the Work in aeeerdaaee v4trh the Gef4r-aet Der 'Awnt71. Engineer;1.obsefvations by 1 fe en ti r b >: g ew-,-x lea,' fnal pw thereto by Owner; or xvy dart , d aY ial of a Jvr, Diwviffg Of &UW 0 D4A/ Ditt 1 ef the ; e Of ft ii of aeeeptability by Engineer-, ti.any inspectioff, test er appreva4 by ethers; Indemnification A. To the fullest ex4ent pea:nitted by L&ws and Regulations, Gotraotor Jm11 inaeniM;f� and hajA harmless Owner and Engineef, and the e4;Peefs, dire:%lJro, m mbefs, partners, employees-agenis exnziultant-&�1. ,t t., o ak aid aAy of them 3m azid agai.rlt all elaims, ests lesses and dxnaps-(iltaluding vat n , orAcian court or aricirg out of or ,elating t the „o,.f ,.,,.,nee of the Work, r Aded that . stieh dnim, oolt., loco, or daniage is attributable to bodily injury, sieknessr-disease, of de t1, to injW, to dest,..,e fian of t.,r,. ;1,10 Property (other #M* theark- ityJ azvalti:ng th &4ef4=aauxd by ang zgligof4 act , ofnissieff fGef4,.ae ar, ,.,qy EaLa F/aptJ.ior, 3r any individual or e„t;t., dire toy or indireetly employed byany om to l er-fcrrrl any e Mlor, , or awyene for whose aas any of them niqy be liable . B. in arAall „ , , , 3112; vy arf, a Ydr,678f-er persarial repraseft live fSi ak elaxl. ar, any F/aLeotitf ae ar, aAy ,af any individual or emit„ difeedy o indifeetly o rlayea by any f the ff t ,.o, iorni ar.-,,-f tl, of ffiqyane for whose nets aff-e#=tlrrun :a,—\x; be liable, rdenin fie do bligafier , rd ;� in aAy -r vif k,y aAy livnit ar k.PAtO payaU '` oh E"raLeapAfaeter; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 34 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Supplief, Of ,the,. ifi .4diml or �'� m;Ref wer-ke;s' ee� roation aets, disability benefit "et* of rho,- o ple ee benefit aets C. Tho indoniffifie4ion ebliga&ns of Gefftfa ar urAor Bamg 4 Azall rtat ax-tama te-the liability f Effgineef ,, J Emgg ..'A. v r-s, d ieetei'3, mzor'nb , , empleyees, agef4s, ea.maltant" "„a "„�""+ s-x. rrng a thv pfepaf on or a 1 of-, of the f it e t o 0or- appfeve fflaps, Dfawings, cr.n�om., fepafts,sth-veys, Change Orders, des or r1'v ;fi at 2.gii,ifig a; eetirys/rmafiefts,er-failing to give rho ;f that is rh rrirnaxy eause f rho ifj�, or 3ama&�7 A. CafAfaetor- will not be „v ,-e to Ode pr-e f "";anal da-/4n se o ,.loss Seek se 0 speeifie l�equifed by the Gent et T,e,.,,, efft" for a lr..rt n-ef4"Fork or unless Sue - "OGpnG: .lticszvre6irstPHcti6irnieans, method—", teehniques, sequenees and pfeeedwes. Gentmeter- Jmll not -be -required to Vzrw ,.1"r;e &faW, ioaWzj B. OfesSiomal 3a ' 3r xrtifieatio.r lvf a dtSigff pfefeS43mal related to ". "*e,N" Owae,. and >~ngineef will eeiff 11 per- f ,... anee and design er-i c a that " ieh v e "� fir' Aull :i`lusc=r'a ecATnvucivffsco k pr3v arraturv_ -erg-s al Aall appeaor% all op D,2x(Ango rtWar y ualo pry D2a: ,;rgs a4t cr cAmuttals related to the Work designed or- eertife�'�en pr-a€bm2 onal, if prepared by othe 3, shall "r,,.h rnal'o .wiaui appooral C. O�Arzx 3 B. Aall L 3meJ `mass-6 the se viees, eer-fifieatia or ap .,als per- f ,.,v e by suesueh gloss;n p f .,.,ie , s, pr-ovided /1wffe, and >~ , .;,,00, hwo o ;f;o a t. r .,,, "^tom all 4bfmanee ",, a ao";n„ ,;to«;n +1,"+ oil --eh "o fviees- Dee on o. Engineerreview an 1 �hap Dra-. „ng ra et cr mkmit+"1 l� deli f a4ei 1"+_am; arA -MI! beW—Rro Y/aTaSe-44ad irk BaMgfao ti 1v-�lr. E.Centmctor Zhrall not beresponsib responsible the a�e 4 the Ne�fe�e�-�€�gn c�i t er-i-a fequifed by the Gent et Deetffnent" EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 35 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ARTICLE 7 — OTHER WORK AT THE SITE 7.1 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner's employees, 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: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10.05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and Owner, if Owner is performing other work with Owner's employees, 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 Engineer and the others whose work will be affected. The duties and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility owners and other contractors. 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 Engineer 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 and deficiencies in such other work. 7.2 Coordination A. If Owner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: 1. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibility for such coordination. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 36 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 7.3 Legal Relationships A. Paragraphs 7.0 LA and 7.02 are not applicable for utilities not under the control of Owner. B. Each other direct contract of Owner under Paragraph 7.01.A shall provide that the other contractor is liable to Owner and Contractor for the reasonable direct delay and disruption costs incurred by Contractor as a result of the other contractor's wrongful actions or inactions. C. Contractor shall be liable to Owner and any other contractor under direct contract to Owner for the reasonable direct delay and disruption costs incurred by such other contractor as a result of Contractor's wrongful action or inactions. ARTICLE 8 — OWNER'S RESPONSIBILITIES 8.1 Communications to Contractor A. Except as otherwise provided in these General Conditions, Owner shall issue all communications to Contractor through Engineer. 8.2 Replacement of Engineer A. In case of termination of the employment of Engineer, Owner shall appoint an engineer to whom Contractor makes no reasonable objection, whose status under the Contract Documents shall be that of the former Engineer. 8.3 Furnish Data A. Owner shall promptly furnish the data required of Owner under the Contract Documents. 8.4 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.0 and 14.07.C. 9.5 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site. 8.6 Insurance A. Owner's responsibilities, if any, with respect to purchasing and maintaining liability and property insurance are set forth in Article 5. 8.7 Change Orders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 37 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 8.8 Inspections, Tests, and Approvals A. Owner's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03.B. 8.9 Limitations on Owner's Responsibilities A. The Owner 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. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 8.10 Undisclosed Hazardous Environmental Condition A. Owner's responsibility in respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. Upon request of Contractor, Owner shall furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Owner's obligations under the Contract Documents. 8.12 Compliance with Safety Program A. While at the Site, Owner's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Owner has been informed pursuant to Paragraph 6.13.D. ARTICLE 9 — ENGINEER'S STATUS DURING CONSTRUCTION 9.1 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsibilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents. 9.2 Visits to Site A. Engineer will make visits to the Site at intervals appropriate to the various stages of construction as Engineer deems necessary in order to observe as an experienced and qualified design professional 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, Engineer, for the benefit of Owner, will determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. Engineer's efforts will be directed toward providing for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the basis of such visits EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 38 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F and observations, Engineer will keep Owner informed of the progress of the Work and will endeavor to guard Owner against defective Work. B. Engineer's visits and observations are subject to all the limitations on Engineer's authority and responsibility set forth in Paragraph 9.09. Particularly, but without limitation, during or as a result of Engineer's visits or observations of Contractor's Work, Engineer will not supervise, direct, control, or have authority over or 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. 9.3 Project Representative A. If Owner and Engineer agree, Engineer will furnish a Resident Project Representative to assist Engineer in providing more extensive observation of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be as provided in the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided in Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee, the responsibilities and authority and limitations thereon of such other individual or entity will be as provided in the Supplementary Conditions. 9.4 Authorized Variations in Work A. Engineer 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 Times 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 Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 10.05. A. o, or that Engineef believes „ill not Md a a eempleted n, e t that , rf s to the GefA,ae4 Do ei#s r-- «ill rwladi�ja t whele 3 imdiaat sperral innr or testing f th 'ork uz provided in Ra57a2h 13.94wheor or r.t-lhe W� ;s f b god, inteallea of eempleted-. 9.6 Shop Drawings, Change Orders and Payments A. In connection with Engineer's authority, and limitations thereof, as to Shop Drawings and Samples, see Paragraph 6.17. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 39 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F B. In connection with Engineer's authority, and limitations thereof, as to design calculations and design drawings submitted in response to a delegation of professional design services, if any, see Paragraph 6.21. C. In connection with Engineer's authority as to Change Orders, see Articles 10, 11, and 12. D. In connection with Engineer's authority as to Applications for Payment, see Article 14. 9.7 Determinations for Unit Price Work A. Engineer will determine the actual quantities and classifications of Unit Price Work performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an Application for Payment or otherwise). Engineer's written decision thereon will be final and binding (except as modified by Engineer to reflect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provisions of Paragraph 10.05. 9.8 Decisions on Requirements of Contract Documents and Acceptability of Work A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between Owner and Contractor arising prior to the date final payment is due relating to the acceptability of the Work, and the interpretation of the requirements of the Contract Documents pertaining to the performance of the Work, will be referred initially to Engineer in writing within 30 days of the event giving rise to the question. B. Engineer will, with reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believes that any such decision entitles them to an adjustment in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05. The date of Engineer's decision shall be the date of the event giving rise to the issues referenced for the purposes of Paragraph 10.05.13. C. Engineer's written decision on the issue referred will be final and binding on Owner and Contractor, subject to the provisions of Paragraph 10.05. D. When functioning as interpreter and judge under this Paragraph 9.08, Engineer will not show partiality to Owner or Contractor and will not be liable in connection with any interpretation or decision rendered in good faith in such capacity. 9.9 Limitations on Engineer's Authority and Responsibilities A. Neither Engineer's authority or responsibility under this Article 9 or under any other provision of the Contract Documents nor any decision made by Engineer in good faith either to exercise or not exercise such authority or responsibility or the undertaking, exercise, or performance of any authority or responsibility by Engineer shall create, impose, or give rise to any duty in contract, tort, or otherwise owed by Engineer to Contractor, any Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 40 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F B. Engineer will not supervise, direct, control, or have authority over or 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. Engineer will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. C. Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other individual or entity performing any of the Work. D. Engineer's review of the final Application for Payment and accompanying documentation and all maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by Paragraph 14.07.A will only be to determine generally that their content complies with the requirements of, and in the case of certificates of inspections, tests, and approvals that the results certified indicate compliance with, the Contract Documents. E. The limitations upon authority and responsibility set forth in this Paragraph 9.09 shall also apply to the Resident Project Representative, if any, and assistants, if any. 9.10 Compliance with Safety Program A. While at the Site, Engineer's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which Engineer has been informed pursuant to Paragraph 6.13.D. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS 10.1 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, Owner may, at any time or from time to time, order additions, deletions, or revisions in the Work by a Change Order, or a Work Change Directive. Upon receipt of any such document, 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). B. If Owner and Contractor are unable to agree on entitlement to, or on the amount or extent, if any, of an adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change Directive, a Claim may be made therefor as provided in Paragraph 10.05. 10.2 Unauthorized Changes in the Work A. Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Times with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.16 or in the case of uncovering Work as provided in Paragraph 13.04.D. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 41 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 10.3 Execution of Change Orders 10.4 A. Owner and Contractor shall execute appropriate Change Orders recommended by Engineer covering: 1. changes in the Work which are: (i) ordered by Owner pursuant to Paragraph 10.0l.A, (ii) required because of acceptance of defective Work under Paragraph 13.08.A or Owner's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Contract Price or Contract Times which embody the substance of any written decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.18.A. g--mr7a' aluding, bat nat fespensibility. The amaun4 of a c1 apr)ieable bond . ,;tt be adjusted to fefleet the of et of aff 10.5 Claims A. Engineer's Decision Required: All Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the Engineer for decision. A decision by Engineer shall be required as a condition precedent to any exercise by Owner or Contractor of any rights or remedies either may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Claims. B. Notice: Written notice stating the general nature of each Claim shall be delivered by the claimant to Engineer and the other party to the Contract promptly (but in no event later than 30 days) after the start of the event giving rise thereto. The responsibility to substantiate a Claim shall rest with the party making the Claim. Notice of the amount or extent of the Claim, with supporting data shall be delivered to the Engineer and the other party to the Contract within 60 days after the start of such event (unless Engineer allows additional time for claimant to submit additional or more accurate data in support of such Claim). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01.B. A Claim for an adjustment in Contract Times shall be prepared in accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claimed is the entire adjustment to which the claimant believes it is entitled as a result of said event. The EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 42 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F opposing party shall submit any response to Engineer and the claimant within 30 days after receipt of the claimant's last submittal (unless Engineer allows additional time). C. Engineer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: 1. deny the Claim in whole or in part; 2. approve the Claim; or 3. notify the parties that the Engineer is unable to resolve the Claim if, in the Engineer's sole discretion, it would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a denial. D. In the event that Engineer does not take action on a Claim within said 30 days, the Claim shall be deemed denied. E. Engineer's written action under Paragraph 10.05.0 or denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) will be final and binding upon Owner and Contractor, unless Owner or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. F. No Claim for an adjustment in Contract Price or Contract Times will be valid if not submitted in accordance with this Paragraph 10.05. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK 11.1 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall not include any of the costs itemized in Paragraph 11.01.13, and shall include only the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by Owner and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 43 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Saturday, Sunday, or legal holidays, shall be included in the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. All cash discounts shall accrue to Contractor unless Owner deposits funds with Contractor with which to make payments, in which case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Contractor shall make provisions so that they may be obtained. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by Owner, Contractor shall obtain competitive bids from subcontractors acceptable to Owner and Contractor and shall deliver such bids to Owner, who will then determine, with the advice of Engineer, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, as imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 44 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F f. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work (except losses and damages within the deductible amounts of property insurance established in accordance with Paragraph 5.06.D), provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of Owner. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. g. The cost of utilities, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, express and courier services, and similar petty cash items in connection with the Work. i. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any item not specifically and expressly included in Paragraphs 11.0I.A. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 45 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to Engineer an itemized cost breakdown together with supporting data. 11.2 Allowances A. It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances: 1. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticipated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.3 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by Engineer subject to the provisions of Paragraph 9.07. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 46 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F D. Owner or Contractor may make a Claim for an adjustment in the Contract Price in accordance with Paragraph 10.05 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work; and 3. Contractor believes that Contractor is entitled to an increase in Contract Price as a result of having incurred additional expense or Owner believes that Owner is entitled to a decrease in Contract Price and the parties are unable to agree as to the amount of any such increase or decrease. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES 12.1 Change of Contract Price A. The Contract Price may only be changed by a Change Order. Any Claim for an adjustment in the Contract Price shall be based on written notice submitted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. B. The value of any Work covered by a Change Order or of any Claim for an adjustment in the Contract Price will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.0l.C.2); or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum is not reached under Paragraph 12.013.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.0I.A.1 and 11.0I.A.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 11.0l .A.3, the Contractor's fee shall be five percent; EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 47 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F c. where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0I.A. I and 11.0I.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under Paragraphs I1.0l.A.4, 11.0l.A.5, and 11.01.13; e. the amount of credit to be allowed by Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved in any one change, the adjustment in Contractor's fee shall be computed on the basis of the net change in accordance with Paragraphs 12.0l .C.2.a through 12.0l .C.2.e, inclusive. 12.2 Change of Contract Times A. The Contract Times may only be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted by the parry making the Claim to the Engineer and the other parry to the Contract in accordance with the provisions of Paragraph 10.05. B. Any adjustment of the Contract Times covered by a Change Order or any Claim for an adjustment in the Contract Times will be determined in accordance with the provisions of this Article 12. 12.3 Delays A. Where Contractor is prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor, the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph 12.02.A. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Times, or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. C. If Contractor is delayed in the performance or progress of the Work by fire, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 48 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer, and their officers, directors, members, partners, employees, agents, consultants, or subcontractors 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. E. Contractor shall not be entitled to an adjustment in Contract Price or Contract Times for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK A. D =ompt notiee of defeetivxrr has xD+,�.,,,o a,Yo ;li >,o given to GopAfaetof. Defeetiv w1i mrzf 1•i Pzje +oar , e 4oa, o o2creal as pro •id:d in this A ftiele 43. ff�a A. , onx, ��d aP ve ff - en 1 ageneies"itk j r.f;(- 44onal interests- Aa i rz/a aaaa`.rrto axe�Site -ixs=dr ivrbrn'--Fct�eaS6 �ti�lics-fvs= eii�3cr-v=i'c*6311, iftz"-aetien, an oV.r Ad s - , rditions for- stiek aeeea--, and ad -.ix *Lrc fGant ,4er-'s � � pfeeedffes and pr-egmm-.-z that �>,o eamply t-,e e ,°ith vaWkc 1 A. motor rhall give Engineer timely netiee- offeadiness of the Wer-k for all requife ovarz and ohall z--&oyirata ,-44 :n:q,-ko43n and testing per-sennel to hiucilitater-equiff&G.� Y.speetie - testes B. OwnZ d all employ and pay fef the se o of a independent testi z lal►/32at,,r 4 , e f 11 . e esto, or apop&o,-a4s o rva by the Gan4f t r,,.,.,,mei4s o ept.: 1 f inspee4iens, +e"+3, or ap rrovalo zover-ed by Pamg2apin 13.91C and i 3 03 P be1 1:d r/arn�o 1 nn B st,,,11 bzr-id az-7-3d in BamgrWh 13.0^_n�a EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 49 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F C. speeifiea4ly to be inspeeted, tested or appcY,-e l b an o ,-.lam ee of athe o v efA t;. e of stf 1. „blie 1.edy, GwAfaetor shall Gamma f,1 a„b,ilit�--for armnging and obtaining stieh o-tarz, pay all oasts ; eemieetieff ther-e.A tl , arA AH:fiish Efigi ee Ole rvqeir-ed ee ft;f;e tes of itispeeti .,, o appr-evA D. Can4raetor chull siblo for armnging and obtaining d chrall pa--y all ,., sts ; eenneetie,, with �eFtren��oct6, or aY"�avals egu�efor-n and gineefs-reeeFtanee -o� nl-4uialo or equipment-tebe ineefpefatedin the Work; or azeept ree of orialo, mix designs. 3r's gparokra al�zhall k% rurfol-mod �,y orgamimtians aeeeptab1 � *� Ov,ffief and Engineer-. E.lf . Ix7� (of the wovv��vinoze, that is to be inspeeted, tested, or app-ro-Je Gefft«,,,.tef ,itha,4 ..4t4ev. e3mcs 1t -nee of E'figi eer- r+,.,.,t,., e 3t, zhall if «o estop by >~'ng ee F. om1 w pvAded ii I mgraph 13.E .B almll be at Gentfaetef's expense unless Eenfifac or lhro given Engineer- timelynefiee of Centfac4af's i}tentien-to eavef the same an EnginecT lkn ram a,.io,a ..,;ft>^ Yo nable promptness ; response to stieh refieo A. , if r-e"e4ed by B. n )eeted or- testedby ethefs, GenAraEtef at Engineer's feguest, shall unc , A44 A4g6., lro azmilakle r a'-senon, ire, ee cn, cr. testing furriak g all labof, ma4zAal, a 7A 3glirl'.1ant: C. ---urthat mthe se=ver-e eetive, DNA �-wf all alaims, sests, le and damages (ineludis k/at rat limited to A fees and ekar-ges-of engineer-s, ar-ehiteets, a4afneys and other- -p or,6-N leiaxa all ee nice artfafianathe f disptAe f000lution as-sto) arising etrt of or- r-elatingtosueh mee ufe, ebseizva ;on, inTs e-e e , r,l testing, and of satisf ,.te fy (imatic'ing 'mot p wef-afothzv,�; amid 9,Ar&— Aall k afffitled o a:. IcWr t Pviaa. If the p.ffies are able t agree s t tL o an-munt k . Ozaim tiler-efer- as p evided in BamnY., D. if the wieever-ed IW� is net feu;d eetivt., Ge _-nor ohall k a Gefft ftet n,: o or a:. oxtensieff-44he-efAfaet Tima, if the , , o �, 111�.. , , :rl:t, a: Y'.'.vvir"stiilcti9ir. zr-criv r, Aires o ,, ,l.lo to agree s to o am the fee f Gent . etef may make a Claim gwr-efor oo W.-ided in Agra EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 50 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 4-3-5 Owner May Stop the Work A. 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, Owner may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner 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. A. , not fabr-ieated, installed, of > > 47effi-ttheTr3j��t and rc�-),aaj is witrWv th4 is oet defeeti',,e r""+,.""+e" -Aall p-wy all o�` wr-, eests, lemva, a:ll az arA oha , Lek teEt7, attorneys, and ether ~~• owa ;,orals and all eattm63n or otha feselutionto) alrrvng A of of of tii t sueh eaffee4ienor-, cn2oval (ineluding fat rat litr.itzd t B. -,k ut-Jar- the ter- s f this D,,,.,,b ruri-. 1'-W3r Axug . 13-A7-, Cesar Aall take r^aefieft th4 would veid of ethevA4se impair ' afid guafantee, if any, on said Wer-k. A. e oe ma;: be pr-eser-ib�3d by th—a tefms of afty aWHaaYJ, zfairad of tine Gefftfa aumants, amy VA9, f�,, „t t,o defective, er4Pko Popzir 4-any damaps4e4'ie land , areas made available f r,.,..4fteter-'s use b Oy o of pefmitted b Laws and Regulations as rte p d in llam^ „1, 6 t t n � to be —defective, CetAfm or Oicdl lrr.�ml'tlry-=w"zt1 atA ee t to vwffier- and iniceeerdanee- itn 1 mVjr mils daf ti ,e !a-ador- af o B. if r,.,, if , to 1 co felt pX' nptl., eemply �M� the to,.ms f ll,Ame,-'s "t4e i,,nZ, 3r In an etnefgene-y Nvhefe delay would jau�x, mri risk ef le 3t, damage, Owoer- may ha�ve the de=eeti„e Wefk ,,,.,., eete,t ar akrad-er-�• 1rzto thi r19jeeted-WatkiL Pt3rnav;zz d and r-ph-tee". e1im2;, ees�se3, and dair.a of limitod to A fee3 , afEhiteets, attemeys, ffiid eflief asrrmlo and all ee or al^'K.t�at.�3n or o*'�. e EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 51 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F el„ ie ests) afising „+ of rirg to owl' eoffeetion rquir or ou^s-rof:4c cal a-,d opl. v enl (ineluding 1.not limited tl; all aosts of fopair ow reel o ent f work of others) will two paid by Cont,-.,etor C. ovo a z t is plaeed , i4it+u tis o i; tha o onA mart zlcaft to rtx-f2om an ear -fief da4e if oo .4de,l if the Spee fieations D. „here-deieetive Work (and damage to othe,. W,.A „ltmg dier—frn2) lug been eaffeeted r-emoved.,n r-epl ,.e , ,, aor thio Amgmph. 13 0 the , ee4i,,, -period here,,, def with fe ee to vaol4 IV-Ew"ill Yi oltar,�Jadfor aA addit' or mok o,ffe or 3-,,;;al and r„ . E.Cont.,,, tor-'. , bhr-,atiory under -thin I-Vmpaph 13.07 are in addition to any ,.er c��J�i�atierr er mow., my T"o iziclno of thm Iamzvap ,. 13.97 0hall noted ao a val..titRte-foie, or a f any aWlio . A. if-, itistead of raquirin o-tal aAd Pq-)zaeeffiei4 of defeetive Wofk, , prier -to E gi o a +;o., pa;mot, Enik-m„ , do so. r r chall 1r,C, all elaims, eosts, losses, and damages (ineluding btA not limited to al fees- and ehafges of engine c; a ihiteets, aftemeys,-ate ath foocicknalo and all eotfft of ar-b4et4on o;-other—d xpato .'vataW.a te--Q�Arz 'z o valuaJoN of a*d doto,rn. inati reasoffia ,olrlll�/J and f;j Simllil3n cecxa, &sccncnot -6crrefMs3 �',aiy Goi4raeter pufsttai4 to this enten eh aeeeptanee--eecu o prior to E ee>•'s vr,lation e f fiml Mx,°mef4, a Ghee ge Ofdef ,All be issued , ,..afro, the neeessafy irk, a Ad n.Affie,. sh l l be o,.4i4e,l to appl=3p6ato daereasein d4e C-orrtrraetPfiee, fefleetiffb tho dimir,4shed vahie of Wofk so aeeepted. if the paAies are unable to agfej ao to die amount thereof-, Ownef may make a Claim there provided in 2aph. 19. nc if the aeeeptane e o e etff s after- sidesideh fe eaff e daficn, an aV^ap6ate amott14 .,will be paid by Goff,.,,, 4or- to n.,.ne A. if Goo traeter-air within a r-easefable-time x -faitte-n ffetiee 46,.., P giffee>- to correct de€eetive IW�, orter-emoT,,o and roypJ -v o,.W IW� as a ,.owl by PlIg;ffoo„ ; accord , o -,,Niti! Mwag?,.e. 1 ark in aeeer-daffee with B. iff e*erii3rg th&-+isht6 and rorf.r, rr unde"s P—ar-agrop', 13-4 ;mall ywneed m all or part ofthe Sitetake pessessioafall cr. part - Mena Cantraeter's serviees related—therete, take posswcv3n 3f GofAfa or'o toolo, aW—kan .,st,.,,etio, equipment and maahinefy at 44 o, kwafperat in all matoriaL and EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 52 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F €dfaipffient c%ro °,',`l at +i�- the Site or- o =dai ieh Owner has paid Genir-aet6r but which elsey,4iere. GeTtfaetor C ill zllo�V , ' , agcxito and employees-, O�Afflef's e�hef eafAfaetefs, and Engineer- and Engineer's eenstiftants aeeess to the Site to enable C. All elaims, eests, e sea, and Jan. ages-(:rialudk- vat . �� 1; �,;�oa �� ,, � a- and ;Dharges--of eng eers;-are eets, attemeys,-ask other- pr-e€es✓ronalz ana a's-�' -ems or ai+�ta63n or athef W„ lef *-his P-af,gmph. 13.99 will be ehar-ged against Ce tor, and a Change Order- will 1.0 Wark; arA Q1 Arrx zrhall tip e�--ed4o an r t are noble t agree s to o an��lnt � �t,o ,1;,, ,,v,or�� n,, ,,o, ,,, ,l,o rinitlq th.-e&f as prowled in I'kamgfaph40-.05. Such elaims, eests, losses and damages = 44 inelti—do Nat r:ct--be lilr.it or damaged —by. D. !`, pA fae4vrsIxill lit be a4lowed edi extension f the Gent,. t Time be e of ai+y del in�110 under-thiz Pamgf ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.1 Schedule of Values A. The Schedule of Values established as provided in Paragraph 2.07.A will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to Engineer. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.2 Progress Payments A. Applications for Payments: 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submit to Engineer for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest therein, all of which must be satisfactory to Owner. 2. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that all previous progress payments received on account of the EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 53 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications: 1. Engineer will, within 10 days after receipt of each Application for Payment, either indicate in writing a recommendation of payment and present the Application to Owner or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engineer's recommendation of any payment requested in an Application for Payment will constitute a representation by Engineer to Owner, based on Engineer's observations of the executed Work as an experienced and qualified design professional, and on Engineer's review of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge, information and belief: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Substantial Completion, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Unit Price Work under Paragraph 9.07, and any other qualifications stated in the recommendation); and c. the conditions precedent to Contractor's being entitled to such payment appear to have been fulfilled in so far as it is Engineer's responsibility to observe the Work. 3. By recommending any such payment Engineer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to Engineer in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by Owner or entitle Owner to withhold payment to Contractor. 4. Neither Engineer's review of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, including final payment, will impose responsibility on Engineer: a. to supervise, direct, or control the Work, or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 54 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F b. for the means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination to ascertain how or for what purposes Contractor has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recommend the whole or any part of any payment if, in Engineer's opinion, it would be incorrect to make the representations to Owner stated in Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subsequently discovered evidence or the results of subsequent inspections or tests, revise or revoke any such payment recommendation previously made, to such extent as may be necessary in Engineer's opinion to protect Owner from loss because: a. the Work is defective, or completed Work has been damaged, requiring correction or replacement; b. the Contract Price has been reduced by Change Orders; c. Owner has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Payment Becomes Due: 1. Ten days after presentation of the Application for Payment to Owner with Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph 14.02.D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment: 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnishing of the Work; b. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 55 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.5.a through 14.02.B.5.c or Paragraph 15.02.A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (with a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so withheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor remedies the reasons for such action. 3. Upon a subsequent determination that Owner's refusal of payment was not justified, the amount wrongfully withheld shall be treated as an amount due as determined by Paragraph 14.02.C.I and subject to interest as provided in the Agreement. A. Ge eter waffa4s and guafcff4ees 444 fide to all W,fk, tefW , a:rd any or TV- f maafft, tl.cr �Yo, late f dm the time of payment free and lea- of 11 Liens. 14.4 Substantial Completion A. When Contractor considers the entire Work ready for its intended use Contractor shall notify Owner and Engineer in writing that the entire Work is substantially complete (except for items specifically listed by Contractor as incomplete) and request that Engineer issue a certificate of Substantial Completion. B. Promptly after Contractor's notification, Owner, Contractor, and Engineer shall make an inspection of the Work to determine the status of completion. If Engineer does not consider the Work substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C. If Engineer considers the Work substantially complete, Engineer will deliver to Owner a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before final payment. Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will, within 14 days after submission of the tentative certificate to Owner, notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will, within said 14 days, execute and deliver to Owner and Contractor a definitive certificate of Substantial Completion (with a revised tentative list of items to be completed or corrected) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a written recommendation as to division of responsibilities EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 56 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 14.5 pending final payment between Owner and Contractor with respect to security, operation, safety, and protection of the Work, maintenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial Completion, Engineer's aforesaid recommendation will be binding on Owner and Contractor until final payment. E. Owner shall have the right to exclude Contractor from the Site after the date of Substantial Completion subject to allowing Contractor reasonable access to remove its property and complete or correct items on the tentative list. A. .c.. rrraj useer-eeeHpy any,bstap call eempleted paft of the Winehhas sp cif e '�=� a +;flea the Geaboot Dom e z een�crenarrccriircrn�rni whieh > > pr,sA of the Work that ean be used by Ownef faf its inleff J Yury o- �atA signifiean a rcrnzl zx af the Wefk, 1.0v,ffief at any time may fequest Gentruetaf in vffifing to pefmit 0 a to me a+: eeeupy any uehpfft of ti3lWorkw-hiehOdeizef believes tobczec` d —for lto intended use f and ;,r r.rrt 3f the od ar, arA L 2. ooneider-s aff stieii pai4 of thlixrrviiz ready—fcr ito int�nA, A use a. ,a ,..,,,1,.,tafi4;.,4 , ptote and est use+'gat part aft 3.A'itl in a mms3mabhj tima a or, and L mako an iiimpaetio r-ef-t rat pmt of the IW� to detef,,. ine its status of ee.,.,,.le6e,,. if EfI iffee does ffet , side. part of the Work to be substafflia4ly eample v Er,. ee f , ,;11 r of , g n 11.'9"ill awfy ork arA the , iyisie of 4.Ne idse ef eee"aney of sepafate &pmfion of , ai4 of the 'ork may—eemr prior to eoffiE)HM120 -.Vith4h: XNU:M>anc . £.I9-feganding pr3pei7ty rv.�nerx. 14.6 l A&pee6en ;try maki a f ar aFA will for in all p'artieWazz in Aieh this inspeetienfevearthat -the IWr i eemplete-of de€eetive Gon1faetof JNi11 immadiately take stieh fneasufes as are „eeesrsafto EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 57 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 14.7 Final Payment A. Application for Payment: 1. After Contractor has, in the opinion of Engineer, satisfactorily completed all corrections identified during the final inspection and has delivered, in accordance with the Contract Documents, all maintenance and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance, certificates of inspection, marked -up record documents (as provided in Paragraph 6.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.04.13.6; b. consent of the surety, if any, to final payment; c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satisfactory to Owner) of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph 14.07.A.2 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, services, material, and equipment for which a Lien could be filed; and (ii) all payrolls, material and equipment bills, and other indebtedness connected with the Work for which Owner might in any way be responsible, or which might in any way result in liens or other burdens on Owner's property, have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to Owner to indemnify Owner against any Lien. B. Engineer's Review of Application and Acceptance: 1. If, on the basis of Engineer's observation of the Work during construction and final inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled, Engineer will, within ten days after receipt of the final Application for Payment, indicate in writing Engineer's recommendation of payment and present the Application for Payment to Owner for payment. At the same time Engineer will also give written notice to Owner and Contractor that the Work is acceptable subject to the provisions of Paragraph 14.09. Otherwise, Engineer will return the Application for Payment to Contractor, indicating in writing the reasons for refusing to recommend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment. C. Payment Becomes Due: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 58 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1. Thirty days after the presentation to Owner of the Application for Payment and accompanying documentation, the amount recommended by Engineer, less any sum Owner is entitled to set off against Engineer's recommendation, including but not limited to liquidated damages, will become due and will be paid by Owner to Contractor. 14.8 Final Completion Delayed A. If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engineer so confirms, Owner shall, upon receipt of Contractor's final Application for Payment (for Work fully completed and accepted) and recommendation of Engineer, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Claims. 14.9 Waiver of Claims A. The making and acceptance of final payment will constitute: 1. a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defective Work appearing after final inspection pursuant to Paragraph 14.06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Documents; and 2. a waiver of all Claims by Contractor against Owner other than those previously made in accordance with the requirements herein and expressly acknowledged by Owner in writing as still unsettled. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.1 Owner May Suspend Work A. At any time and without cause, Owner may suspend the Work or any portion thereof for a period of not more than 90 consecutive days by notice in writing to Contractor and Engineer which will fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjustment in the Contract Price or an extension of the Contract Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10.05. 15.2 Owner May Terminate for Cause A. The occurrence of any one or more of the following events will justify termination for cause: EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 59 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of Engineer; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents. B. If one or more of the events identified in Paragraph 15.02.A occur, Owner may, after giving Contractor (and surety) seven days written notice of its intent to terminate the services of Contractor: 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, appliances, construction equipment, and machinery at the Site, and use the same to the full extent they could be used by Contractor (without liability to Contractor for trespass or conversion); 2. incorporate in the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere; and 3. complete the Work as Owner may deem expedient. C. If Owner proceeds as provided in Paragraph 15.02.13, Contractor shall not be entitled to receive any further payment until the Work is completed. If the unpaid balance of the Contract Price exceeds 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) sustained by Owner arising out of or relating to completing the Work, such excess will be paid to Contractor. If such claims, costs, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages incurred by Owner will be reviewed by Engineer as to their reasonableness and, when so approved by Engineer, incorporated in a Change Order. When exercising any rights or remedies under this Paragraph, Owner shall not be required to obtain the lowest price for the Work performed. D. Notwithstanding Paragraphs 15.02.13 and 15.02.C, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. E. Where Contractor's services have been so terminated by Owner, the termination will not affect any rights or remedies of Owner against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by Owner will not release Contractor from liability. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 60 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.01.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.13 and 15.02.C. 15.3 Owner May Terminate For Convenience A. Upon seven days written notice to Contractor and Engineer, Owner may, without cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; 3. 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) incurred in settlement of terminated contracts with Subcontractors, Suppliers, and others; and 4. reasonable expenses directly attributable to termination. B. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. 15.4 Contractor May Stop Work or Terminate A. If, through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for Payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contractor any sum finally determined to be due, then Contractor may, upon seven days written notice to Owner and Engineer, and provided Owner or Engineer do not remedy such suspension or failure within that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15.03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an Application for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay Contractor any sum finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Work until payment is made of all such amounts due Contractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 61 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ARTICLE 16 — DISPUTE RESOLUTION 16.1 Methods and Procedures A. Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be governed by the Construction Industry Mediation Rules of the American Arbitration Association in effect as of the Effective Date of the Agreement. The request for mediation shall be submitted in writing to the American Arbitration Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.05.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be determined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediation, Engineer's action under Paragraph 10.05.0 or a denial pursuant to Paragraphs 10.05.C.3 or 10.05.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, Owner or Contractor: 1. elects in writing to invoke any dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS A. , it ,. -3 -rrto b . Deliver er-sen-to the indii4dixll or to ffieffiber-of 4e—fur2 or toe fftee 4 4e 2 del; o oa , tor- e14 b v sto eor- ei4 f ;3d r3xago Fr' ;.a to the last bt ;nesS add 3z k,. a. ,N,., to 4he giver- fthe notice A. Ar,,r an; 3:r z, it will Le-eomym ad t& exelude the fif st and inelude the last day of stieh pefiod. if the last day of any stieh -period falls e Sattifday of c, raa or on a day made a 1 al I-x3liday b the 1 of the pl; b.lo sdietio sideli day will be omitted f;.of the comp-ataton. EJCDC C-700 Standard General Conditions of the Construction Contract Copyright © 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 62 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F A. Tko Jut' a.rz imp a.rz arA the- FigJ43 arA rcirma&js m a limit-fien of, esed or :z,�ailLaWa kry -rmmmt3—or guam^Itia, tz. TNm pravisiens-of tkiz %7agfap"ill Yi az effee-tiva as if d'oula Juts; obligation, right, and reffiedy to rich they apply A. All fe v en trot, indexnifieatiens, waffan*;a�nd gumantees made r-e� a�fgiv in ntFe8 3@e'bA*1, the Gefi4aet Doetiments, as dl vall , „Aims, g obligations indieated i the , eempletim., cmd aaeeptanee of the Wairk of or t, rrri-ati ` z a f Ge eft -aetef Controlling Law A. This Contract is to be governed by the law of the state in which the Project is located. A aiid i�an-.-16--nee ally and Ja not Constitute pa -As 0 EJCDC C-700 Standard General Conditions of the Construction Contract Copyright C 2007 National Society of Professional Engineers for EJCDC. All rights reserved. Page 63 of 62 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F SUPPLEMENTARY CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 10 These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract, EJCDC C-700 (2007 Edition). All provisions which are not so amended or supplemented remain in full force and effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added thereto. SC1.01 DEFINED TERMS The terms used in these Supplementary Conditions which are defined in the Standard General Conditions of the Construction Contract, EJCDC C-700 (2007 Edition) have the meanings assigned to them in the General Conditions and the Standard City Conditions of the Construction Contract for Developer Awarded Project Amend the following definitions of 1.01 to read as follows: Contract — Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. Contract Documents - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. Contract Times — is defined as a working day including weekends and holidays. Engineer - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. General Requirements - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. Milestone - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. Owner — as known as the developer in the Standard City Condition of the Construction Contract for Developer Awarded Project. Site - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. Specifications - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 10 Work - Refer to Standard City Condition of the Construction Contract for Developer Awarded Project. SC1.02 TERMINOLOGY Delete Paragraph 1.02.1) in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 1.02.13. Delete Paragraph 1.02.E in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 1.02.C. SC2.02 COPIES OF DOCUMENTS Amend the first sentence of Paragraph 2.02 to read as follows: "Owner shall furnish to Contractor up to three printed or hard copies of the Drawings and Project Manual." SC2.03 COMMENCEMENT OF CONTRACT TIME; NOTICE TO PROCEED Delete Paragraph 2.03.A. of the General Conditions in its entirety and insert the following in its place: "Commencement of Contract Time shall begin on the date indicated during the pre - construction meeting with the City. The date indicated during the pre -construction meeting will be determined by the Owner, City and Contractor and as indicated in the Notice to Proceed." SC2.05 BEFORE STARTING CONSTRUCTION Delete Paragraph 2.05 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 2.01. SC2.06 PRECONSTRUCTION CONFERENCE; DESIGNATION OF AUTHORIZED REPRESENTATIVE Delete Paragraph 2.06 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 2.02. SC3.01 INTENT Add the following language after the second sentence of Paragraph 3.01.13 of the General Conditions: "In the event there are any conflicts between the plans, the specifications or other Contract Documents the priority of interpretation will be as follows: Signed Contract Agreement, CONTRACTOR'S Proposal, Project Drawings or Plans, Standard City CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 10 Conditions of the Construction Contract for Developer Awarded Projects, Supplementary Conditions, General Conditions, Project Specifications, Referenced Specifications." SC3.02 REFERENCE STANDARDS Delete Paragraph 3.02 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 3.01. SC3.04 AMENDING AND SUPPLEMENTING CONTRACT DOCUMENTS Delete Paragraph 3.04 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 3.02. SC4.02 SUBSURFACE AND PHYSICAL CONDITION Add the following new paragraphs immediately after Paragraph 4.02.13: C. The following reports of explorations and tests of subsurface conditions at or contiguous to the Site are known to Owner: 1. Reports dated September 2023, prepared by Alliance Geotechnical Group entitled: "Geotechnical Investigation - JPS Parking Garage Structure, Fort Worth, TX". a. All of the information in such drawings constitutes "technical data" on which Contractor may rely. Cl. The reports and drawings identified above are not part of the Contract Documents, but the "technical data" contained therein upon which Contractor may rely, as expressly identified and established above, are incorporated in the Contract Documents by reference. Contractor is not entitled to rely upon any other information and data known or identified by Owner or Engineer. SC4.04 UNDERGROUND FACILITIES Add the following language to the beginning of Paragraph 4.04.13 of the General Conditions: "Contractor shall contact the city water & sewer and public works departments and utility companies which have a franchise to operate in the area of the project site and shall determine the location of their facilities at or contiguous to the site and shall protect same from damage during construction." SC4.06 HAZARDOUS ENVIRONMENTAL CONDITIONS Delete Paragraphs 4.06.A and 4.06.13 in their entirety and insert the following: A. No reports or drawings related to Hazardous Environmental Conditions at the Site are known to Owner. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 10 B. Not Used. SC5.01 PERFROMANCE, PAYMENT AND OTHER BONDS Delete Paragraph 5.01 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 4.02. SC5.02 LICENSED SURETIES AND INSURERS Delete Paragraph 5.02 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 4.01. SC5.03 CERTIFICATES OF INSURANCE Delete Paragraph 5.03 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 4.03. SC5.04 CONTRACTOR'S INSURANCE Add the following language at the end of the Paragraph 5.04.B.6.b: "Contractor shall include the Engineer and their designee as additional insured." SC5.06 PROPERTY INSURANCE Delete Paragraph 5.06 in its entirety. SC5.09 ACCEPTANCE OF BONDS AND INSURANCE; OPTION TO REPLACE Delete Paragraph 5.09 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 4.05. SC6.01 SUPERVISION AND SUPERINTENDENCE Delete Paragraph 6.01 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.01. SC6.02 LABOR; WORKING HOURS Delete Paragraph 6.02 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.02. SC6.03 SERVICES, MATERIALS AND EQUIPMENT Delete Paragraph 6.03 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.03. SC6.04 PROGRESS SCHEDULE CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 10 Delete Paragraph 6.04 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.04. SC6.05 SUBSTITUTES AND "OR -EQUALS" Delete Paragraph 6.05 its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.05. SC6.06 CONCERNING SUBCONTRACTORS AND SUPPLIERS Delete Paragraph 6.06 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.07 and insert the following: "Owner may furnish to any such Subcontractor, Supplier or other person or organization, to the extent practicable, evidence of amounts paid to Contractor in accordance with Contractor's application for payment." SC6.07 PATENT FEES AND ROYALTIES Delete Paragraph 6.07 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.09. SC6.09 LAWS AND REGULATIONS Delete Paragraph 6.09 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.10. SC6.11 USE OF SITE AND OTHER AREAS Delete Paragraph 6.11 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.11. SC6.12 RECORD DOCUMENTS Delete Paragraph 6.12 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.12. SC6.13 SAFETY AND PROTECTION Delete Paragraph 6.13 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.13. SC6.14 SAFETY REPRESENTATIVE Delete Paragraph 6.14 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.14. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 10 SC6.15 HAZARD COMMUNICATION PROGRAMS Delete Paragraph 6.15 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.15. SC6.17 SHOP DRAWINGS AND SAMPLES Delete Paragraph 6.17 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.16. SC6.19 CONTRACTOR'S GENERAL WARRANTY AND GUARANTEE Delete Paragraph 6.19 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.17. SC6.20 INDEMNIFICATION Delete Paragraph 6.20 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.18 and insert the following: CONTRACTOR ASSUMES ENTIRE RESPONSIBILITY AND LIABILITY FOR, AND AGREES TO RELEASE, DEFEND, INDEMNIFY AND HOLD OWNER, OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES AND INSURERS HARMLESS FROM, ANY AND ALL LIABILITIES, CLAIMS, COSTS, EXPENSES, JUDGMENTS, ATTORNEYS' FEES, LITIGATION EXPENSES, CAUSES OF ACTION, DEMANDS, LOSSES AND/OR DAMAGES ARISING OUT OF, IN CONNECTION WITH, OR IN ANY WAY INCIDENTAL TO THE PERFORMANCE OF WORK OR SERVICES UNDER THIS CONTRACT BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, AGENTS, REPRESENTATIVES AND INDEPENDENT CONTRACTORS. THIS PROVISION APPLIES WITH FULL FORCE AND EFFECT FOR ANY AND ALL CLAIMS, DEMANDS, ALLEGATIONS OR ACTIONS FOUNDED IN WHOLE OR IN PART FROM THE NEGLIGENCE, GROSS NEGLIGENCE, INTENTIONAL ACTS, OR ALLEGED NEGLIGENCE, GROSS NEGLIGENCE OR INTENTIONAL ACTS, OF OWNER, OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES, AND INDEPENDENT CONTRACTORS, AS WELL AS CONTRACTOR, CONTRACTOR'S AGENTS, EMPLOYEES, REPRESENTATIVES AND INDEPENDENT CONTRACTORS. THIS INDEMNITY PROVISION IS TO BE CONSTRUED AS BROADLY AS POSSIBLE TO INCLUDE ANY AND ALL LIABILITIES, CLAIMS, COSTS, EXPENSES, JUDGMENTS, CAUSES OF ACTIONS, DEMENDS, LOSSES, AND/OR WHATSOEVER, INCLUDING, BUT NOT LIMITED TO, CAUSES OR ACTION AND DAMAGES SOUNDING IN TORT, PERSONAL INJURIES, CONTRACT DAMAGES, ECONOMIC DAMAGES, STRICT LIABILITY, STRICT PRODUCTS LIABILITY AND PRODUCTS LIABILITY, COMMON LAW NEGLIGENCE AND GROSS NEGLIGENCE, INTENTIONAL TORTS, FEDERAL AND STATE STATUTORY AND COMMON LAW PUNITIVE AND/OR MULTIPLIED DAMAGES, WORKERS' COMPENSATION CLAIMS, CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 7 of 10 CLAIMS UNDER THE TEXAS TORT CLAIMS ACT, EMPLOYMENT DISPUTES, WRONGFUL DISCHARGE, FEDERAL AND STATE CIVIL RIGHTS CLIAMS, CLAIMS FOUNDED IN CONTRACT OR QUASI - CONTRACT, BREACH OF WARRANTY, CLAIMS UNDER THE TEXAS DECEPTIVE TRADE PRACTICES-COMSUMER PROTECTION ACT, AND ANY AND ALL CLAIMS, CAUSES OF ACTION OR DEMANDS, WHEREBY ANY LOSS IS SOUGHT AND/OR INCURRED AND/OR PAYABLE BY OWNER, OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES, AND/OR INSURERS. THIS PROVISION IS TO BE CONSTRUED UNDER THE LAWS OF THE STATE OF TEXAS, AND IT IS EXPRESSLY RECOGNIZED BY ALL PARTIES TO THE CONSPICUOUSNESS REQUIREMENT AND THE EXPRESS NEGLIGENCE TEST, AND IS VALID AND ENFORCEABLE AGAINST CONTRACTOR, CONTRACTOR'S AGENTS, EMPLOYEES, REPRESENTATIVES, AND INDEPENDENT CONTRACTORS. CONTRACTOR HAS READ, FULLY UNDERSTANDS, AND AGREES TO BE BOUND BY THE TERMS AND CONDITIONS OF THIS PROVISION AND THE INDIVIDUAL SIGNING THIS CONTRACT ON BEHALF OF CONTRACTOR HAS FULL AUTHORITY TO BIND CONTRACTOR TO THIS CONTRACT AND THIS INDEMNITY PROVISION CONTAINED HEREIN. IT IS FURHTER RECOGNIZED AND AGREED THAT, SHOULD ANY PARTICULAR PORTION OR PROVISION OF THIS INDEMNITY PROVISION BE HELD INVALID, VOID AND/OR UNENFORCEABLE, IT SHALL NOT EFFECT THE VALIDITY AND ENFORCEABILITY OF THE REMAINDER OF THIS PROVISION. CONTRACTOR AGREES TO MAINTAIN AT CONTRACTOR'S SOLE COST AND EXPENSE, INSURANCE OF ANY AND ALL TYPE AND WITH MINIMUM LIMITS AS FOLLOWS, AND FURNISH CERTIFICATES TO OWNER EVIDENCING SUCH INSURANCE WITH INSURERS ACCEPTABLE TO OWNER: ALL INSURANCE COVERAGES CARRIED BY THE OWNER, WHETHER OR NOT REQUIRED HEREBY, SHALL EXTEND TO AN PROTECT OWNER, OWNER'S AGENTS, EMPLOYEES, REPRESENTATIVES, AND INDEPENDENT CONTRACTORS, TO THE FULL EXTENT OF SUCH COVERAGES AND CONTRACTOR AGREES TO NAME OWNER AS AN ADDITIONAL INSURED UNDER EACH SUCH INSURANCE COVERAGE. SAID INSURANCE SHALL APPLY TO ANY AND ALL LIABILITY OF THE CONTRACTOR, CONTRACTOR'S AGENTS, REPRESENTATIVES, EMPLOYEES, AND/OR INDEPENDENT CONTRACTORS, ARISING FROM THE INDEMNITY PROVISION IN THIS SECTION. HOWEVER, LIABILITY OF THE CONTRACTOR, AS PROVIDED IN THIS SECTION SHALL NOT BE LIMITED BY THE INSURANCE COVERAGE REQUIRED OF CONTRACTOR IN THIS PROVISION. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 8 of 10 SC6.21 DELEGATION OF PROFESSIONAL DESIGN SERVICES Delete Paragraph 6.21 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 5.19. SC9.05 REJECTING DEFECTIVE WORK Delete Paragraph 9.05 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 8.03. SC10.04 NOTIFICATION TO SURETY Delete Paragraph 10.04 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 9.02. SC11.03 UNIT PRICE WORK Add the following new paragraph immediately after Paragraph 11.03.A: "Any and all Work specifically called for in the Contract Documents or which is required for the proper construction of items called for in the Contract Documents is to be performed by Contractor unless specifically indicated otherwise. The cost of all work for which there is no separate pay item in the proposal shall be included in the price for a related pay item such that work called for or required by the Contract Documents will be constructed for the Contract Price." SC13.01 NOTICE OF DEFECTS Delete Paragraph 13.01 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.01. SC13.02 ACCESS TO WORK Delete Paragraph 13.02 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.02. SC13.03 TESTS AND INSPECTION Delete Paragraph 13.03 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.03. SC13.04 UNCOVERING WORK Delete Paragraph 13.04 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.04. SC13.06 CORRECTION OR REMOVAL OF DEFECTIVE WORK CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 9 of 10 Delete Paragraph 13.06 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.06. SC13.07 CORRECTION PERIOD Delete Paragraph 13.07 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.07. SC13.08 ACCEPTANCE OF DEFECTIVE WORK Delete Paragraph 13.08 in its entirety. SC13.09 OWNER MAY CORRECT DEFECTIVE WORK Delete Paragraph 13.09 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 11.08. SC14.02 PROGRESS PAYMENT Revise the first sentence of Paragraph 14.02.A.1 to read as follows: "At least thirty (30) days before each progress payment,...." SC14.03 CONTRACTOR'S WARRANTY OF TITLE Delete Paragraph 14.03 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 12.01. SC14.05 PARTIAL UTILIZATION Delete Paragraph 14.05 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 12.02. SC14.06 FINAL INSPECTION Delete Paragraph 14.05 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 12.03. SC17.01 GIVING NOTICE Delete Paragraph 17.01 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 14.01. SC17.02 COMPUTATION OF TIMES Delete Paragraph 17.02 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 14.02. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 73 00 SUPPLEMENTARY CONDITIONS Page 10 of 10 SC17.03 CUMULATIVE REMEDIES Delete Paragraph 17.03 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 14.03. SC17.04 SURVIVAL OF OBLIGATIONS Delete Paragraph 17.04 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 14.04 SC17.06 HEADINGS Delete Paragraph 17.06 in its entirety and refer to Standard City Condition of the Construction Contract for Developer Awarded Project Paragraph 14.05. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR PS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS c®o®®ooD 00000 50000000�®0�000®®0S®00000m0®0 00000®0��0 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F S El 1111 El 11 El El IC EID 11 IC 11 El 11 ED EID 11 S [E] DEEO El E 11 C❑❑S❑❑❑C❑III❑ICE] ❑❑❑❑C❑❑ ❑❑❑[U]❑❑❑❑❑❑❑❑H❑ ❑ Ell ❑❑lul❑❑❑❑C❑S❑ TABLE OF CONTENTS Page ❑r111111111I1111111111 I11111IIIIII1 I III III ttLJ]LtHIII 1 III 1 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ®m uLLiLLdLuju1 ulllllllllllllllliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuil ®m uL_tuiiii iiii I iiiuiiiillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllliiiiiiiiiiiiiiiiiiiiiiiiiiiuil ❑r11iiIuiIIiiiIIiIItrFTTTIFFITiCfl\4LLLtI 11111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111161 ®[D ❑=LL%iLLLt1 111 11 is I I I iir11 11111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111161 70m Dri III 1 1 II I I IIIIIII Ici l IIItl 1111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111161 ®m 1111�1 II 1111111 I I I I I I I I I I I I I I I I I I I I I111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111116I ❑r1I11Iu1II111I I1u:FFT�®®❑ ❑❑dull IIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIINhI 11D =❑ ®FTFd E$d 1 II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I fiI ®m 71❑❑Cd7FFTd[SI 11 IIIIII I(I'[I-T [= III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111161 Or =EEd EM� II II II III f�J 4®m nfTTF TTd[SE}I IIIUII IIIIu ttLti III III IIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111YI 4 D = ❑13'Elk ❑ ACID FFTTFTF-d[M1 II I III III 11111FTd1 IIII1111111111111111111111111111111111111111111111111111111111111111111111IX 4DIMU-i1111u111u u11uu111111111111tI II 1 II I111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111fr1 4D4❑ CEIl-f[IFk 1 II 1 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIF➢I 4®m ❑I II 11 11111 111 I111IIIII[Tdf1"fT TT'I 11 I I II11111 IIIIII IIIIIIIII I mill II I111111111111111111111111111111111111111111111111111111111111111 I ❑r1 I11I u l 11111 I I Iu:C-1 TfCTT`Tt L L.LjI 111 1 1 1 1111 1 111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I AED S[ID1 III11II I I II N[S[ID1 11 1IIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I ®[D ❑[FTI ® E k Ea 1 IIIIII 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I ®m SEt®I I TITlIfII Hill 1 1111 11 11 1111111111111111111111111111111111111111I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ®40 D'LI 111 1 III I I I d1 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111114 ®m SI 11111111111111 lulu dFTIT-Irl 1111 1 1 111111 II11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111114 ®6❑ ❑r=I IIIIII IIIIII II11111 III, IIII 1Edd0'F'®QCmilmfftETS I u1111111111111111111111111111111111111111111fj ®711 CFTS FTflTdEmEt1 1111111111111111111111111111111111111111111111111111111111111111111111111h ®8❑ ❑ I IIIIII IIIIII 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iiN ®9 ❑ ❑ETT7TT FTFTfTTd I I I I I I I II 111111 III III 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 III g ®❑ Ll LLJ LLLLLd LW l u l l u 1 u 1 1 1 III 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I u [� ❑E®®rl 1 II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM [� 11E=117dLWLI I I I1 11 IIIIIII1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111U [� S I III III IIII ti mir1 1 1111 111111 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I =4❑ S®❑ h 11 1 11 1111111111 I1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I [� ❑ EFA CC m❑ 1 I I I I II III 11 I I I I I r M' LL 1 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 II 111 I 1=611 �LLL I I11u1111u11u 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I = ❑ C ®7TI-1� 7EG ❑E t ® Eir 1 11 11111111 tl u u t 1 11 11111 1111111111111111111111111111111111111111111111111111111111111111111111111111111 1 c®o®®oo®❑000❑ S00000000®oroo❑®®oS®00000mo [III ❑ 00000®o®cas❑ ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 1 8❑ LILd w I I I l l l l l l II I l I I I l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 11l 4 [=9❑ III IIIIII I IIIIII IIII III It III III III I I IIIIIII III�LtI IIIII IIII III I I I I111111111111111111111111111111111111111111111111111111111111111111111111114 Ems❑ ❑1111 11111111l[BSI'II"HIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiillillillilliillillillillillI I C� ❑[ d mLt LLII l l l l IIIIII 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I Or ®®'® [71 1111111111 I*illllllllllllllllllllllllllllllllllllllllllllllllllllllllillillillillillilliillillillillillillilliillillillillillillilliillilf) 61Om ❑FFITAIL] LtLLLLL SlIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiillillillillillillilliillill'',illiillillillillillillillill'lfj ❑r W11 LI 11' W_LC, W1LI111W l ''I I I 11111 1 111111111111 II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 11l 1b 7 ®m 1 11 1 11 1 11 111111 1 1111111 III 111111111 &M ET' 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111b 7D=LJLL]'' 11111111 IIIIII cri iiiiL1WI IIIII I IiiiiiiIiIIiiIIiiiiiiiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii1j 7 [D m C m I I I II 111 III II I I I EF [ Lt LL[[ 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111(I/ ❑r®=®EEit ®aLIJi C I I I II I Milli 11l11llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll11lIl/ 8®EIE C[111 II II II 1111111111 III II I I I I I I I I I I I I I I I I I I I I I lllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll111ll/ 8DEI7 ❑=d7dillilliili I ulllllll Chi iiiliiiiiiiiiiiiiiilllllllllllllllllllllllllllllllllllllllllllllllliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuli/ 8®m ❑I uilu illiili IIIII ullil IIIIII ulll al iiuilllllllllllllllllllllllllllllllllllllllllllllllliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiuili/ 8m4❑ ❑EDi❑ilii uiuii I uiiiit®C17=CitQIt❑Edilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiilllllllllllllllllllllllllllllllllliiuio-5 ❑rLECl III I III III1III1II IIIII I-Ti II III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIDj 9D= ❑CII 11 CI 1 11 1 1 1111111111111 IIIII EMI iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiios 9[OEE] Ill lllllllllll lllllll 11111s[:'I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIix ❑r®Exi III 1 1 IIIIIICC71-f Ihill IT 1 1 ll 1 1 IIII11[I:I I ITT 11 Hill JLLUI liiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillillilillilI111110$ EO[0LLC1 1 11 1 1 11111 Icl'®dill 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111m LULULLUI 1 II 1 11111itI;I11111 111111J111I uIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiillillilillID5 LU[UI 1 11 11 Hill I IIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIPc ❑rlllllllllllll iiiiIIII ICI iiiii diiiiiI II I I iiiiiii I Inu;LITI a mull IIIIIm=1 I 1 11 11111 1 11 Hill HIM IIiiI mull IIiI jI IIIIIIIIIIIIIIIIllllllIII11V I 1 101 1 II II llulu 1111111111 111111 lllullllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllH EIID = I II 11 1 11 II I I I I I I I j I l l 11l l l l l l l l l l l l l l l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I u ®❑1❑❑11❑1111 I1u11 u 1 11111111 1 ulu11111111111111111II1II1II1II1IIIllIllIIllIllIllIllIllIllIllIIllIllIllIllIIllIllIllIllIllIllIllIIII1II1II1II1II1Illy ®4 [ID 1171 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I 111111111111111111111111111111111111111111111111111111111111 lo IFTM EIS EMM ETN I I I I IIIII lull Ek 1 ll l u l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l ll l lu ®6[C[-i71 II iiiiiii 11It®EISI I I 111111111111 IIIII1111111 IIIII 1-11 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 EIID7 EC Ear 1 II II III , 1 l l IEf EIId l l I I l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l II I IJ ®8EC[7CEar1 1 IIIIIII IIlll ll11II IIII ❑-1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I ❑rl I ll l ll l 111l I I I I1(i m 1111II I II 11 11111l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 1111ll I FFTO [LC FF1f1FFF1[t ® LiT i II 1 11 1111 111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1 I I Oi I ILJLtI IJ I ILI I LI1 I II II II I II IIIII I 11111111111111111111111111111111111111111111l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l I I l l 1 I I I I I I I I I I I I I I I I I l hill I I 1101 1 11 lull 11111111 u 1 11 111111 111u11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I ®41 11 IIIII 1111111 II 1I 11 IIIII 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I ❑r1111111111111 iiiisl 111 III I IIIII 1111 Hill IT 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I FTTO EIS EIEM EIIS FFTFFFd EI❑ E171 l l ll l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l 11111111111111111111111111111111111111111111111111111111111111111111111 I ❑r [lT[r[]]-4 LLLLPVJI 1111 11 1111111 1 II 1 1 1111111111111111111111 l l 1 l l 1 l l 1 l l 1 l l 1 l l 1 l l 11 l l 1 l l 1 l l 1 l l 1 l l 1 l l 1 l l 11 l l 1 l l 1 l l 1 l l 11 l l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11111111114 E4 LU 1 I U I IL I ICI 1 11 II 111 1111111111111111 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiI I I I I I I I I I I I I I I I I I I I I I I I I I I 11111111111111 I I I I I I I I I I I I I I I I I I I I I 11111111111111114 C®o®®oo®❑000❑ SET] 000000®or000®®OS®DDOODmO®❑ ❑0000®0®CCS❑ ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F [A[ULLUW I 1 1111111111 1111 1II1ILIL III III III IIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111114 1-4101-Xm 1 1111111111 I1111 II I I-d11111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iiii4 [4[04ESE'I I II I II I1111 III I11 I I111 I I I111 I I II III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III II I [4 [t) LLL LLd1 11 1 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I c®o®®oolI➢ ❑000❑ S00000000®oroo❑®®oS®00000mo [III ❑ 00000®oI70CES❑ ❑ FFFMA m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 001201D® u I1Oud Erd ® ® 0ud ®07M ®0017D 00®0®u11T1 001fl0®0-11D um®❑ EE 0 o-d Ed 1ErE1E1= minnunnmuim ARTICLE 1— DEFINITIONS AND TERMINOLOGY ®m Defined Terms ❑❑❑❑:'❑m'FPA111111111111111Cr®TCFTHIIII III I I IIIItl11111111111tX7141 I I IIIIII111111 IIIIIIt❑FIFTMTIA rTF❑71I11 I I uIuII III I I lilt I illild1111 l will 1 111111 a 111111111111 111111111 11111111 1 IIIt[_T❑dFT1Tf FFM ❑CdEE117dAl 11 1 IIIIII 1 11 1 Il da, II IIIIIIIIIIIII I,lid I IN I IIIIII IIIullll 11111111 II 11 Id ESOd®❑®'❑ I 1 II It1 1111111111 l iiIliilliilldtLIA®rlllllllll 11111111111111111l11III1I1 111111 111111111 I�11 1 1 1 111 1 I'll I'll" I I "I'll'" IIIIIILLLJ EEEWI II II IIIIII III 1 IIII II IIIIIIIIIId[dIr"®'❑ ®❑ 1 IIII 1 11111111 II 1 II1111111 II 11 IIII 1 IIII 11(iF.� 1 1111111111111di❑ iiiiIIIIIIII1II1iiid i11iddi1u1111 1111111111 111111111111111111111111111ld❑❑F]-d[Ut❑[7M11u11llllll11111111 I III I IIIIIIIIIIIIIIIIItl 11111111111 1141;® 1 II 1111111111 1111d®®I 1111 11111I111tjFFMTFdE[tI I llll llllll d®'II� LWI I I I I II I I II II l I11 III 11 III11 11 1 t[dM❑ FtF1 mAgreement- ❑®T11111111IIIIIIiii I III1111111111111n11111111111111111111111t®1111111111111®11111111 It ❑[d[C FFF�IlUi'1 11 1 11111 11111 1111 m Asbestos—❑ = ®l l u l l 11 l l l u 11 a 11 1 1 11 a 11 1 u 11 1 [1'1 11 1111 1 1 1 111 1 11 11 i ti I III III I II II I I I III II d FM r1 I III I III I 1 11 11 11 1 1 11111 111111111 t1 a 11111111 11111 II II IIt1 11 11 1 1 1 1 11 1 tr1 1 1111111 111111 1 11111 1 11111111 11 111111 1111111 1 di I l I III I II II I ❑_I_II_I41 S®1 II II 1 1 1111111 1 111ti1 I II III IIII d®®d❑ ®� ■■ : i, ■�Elff ■■■■ir, ■1■■ri m■nl� u ■r� ■■m■�i ■ ■■1■r ■1■Ilnc ■r� ■1■nll ■■■■nl nlr� r ■nll ■r� nul■ 411 Buzzsaw r❑rtr; I l ll I I I I II I I I 1111 II 1 1 1111111111 It❑❑1111 ❑❑❑❑ I-TTIFFIFF&IIII 1111111 1 t 1 u 1 u 1 1 I I I II I IIIIII I❑ ■■ �!7�`, i : nnn r nl■i ■m ■1■■■ r� Ili ■■ m ■ ■ ■nl■m 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: c®0D®0uD 00000 S00000000®or000®®OS®00FIEF] m0®0 00000®O[TIC dS0 0FD���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[ZLIID® u u�Od �d ®®DOd ®0®®FD®OF®❑®0®DD�F®o-� Fm®❑®❑ o-d Fd ®r❑®® CD ❑1 II IIIIIIIIIIIII IIIIEk== [IT] ❑IdIFICf❑ ® ❑❑-darC171 IIIIII IIIIIIMFFN®CD==70®Odd FT T F171 11 1 1 111111111111 HIM IS FFF EI7 C [fir Cyr 1 II 1 II 111111 1 1111 1 11 1111111111111ri Ed E1TC d❑ FFH-t LLLtdFMEJ7❑ CD ❑C]CI7 CIIIID EFl ® ❑C-kEflT❑ FEd CI7 MI 11111111 1 1 1 u ulll[j ED 11mJ=111t L11 FT-i❑ E❑ ❑ Et Eli ❑U = I I I 1 11 1111111 1111 E [IT] M❑ ❑❑[Cm ❑ ❑❑ 11711 ®CdTTTCETFF CD G ❑EIf CEE 7-d C� Ell SFFTTFfEEFEd� ❑ ❑ 11CF6TT lJdE=ICC-1 [D SI 1 1111111II1I II1I1I 1 111111 1 1111111111111111111 IFdiF❑❑J-1I11111111111 111U Mi I I II111111 1 11 1111111 1 1 1� I 1 1111111111111 11 1 dill1111111111 11 tLLk=d®EE1 1 I�[d®'EI1111111111 11111 1 111111111a:1 1 11111 11111111 1 77777T7FFI-f FFFU CI7 Or [D = [D ❑11111111111 111111 1 1LMd1111 IIH I IrJJlltLL1kL[j7FT-TM1 IIIIII IIIII1111❑[j'd❑ CD [11 1 11 111111111 17FFTTT-d Ed[]:k7FflFFd dI I1111 111111111 1 E❑ ❑ 1 1 11111 a 1111 111 t F-1 FFd ® ❑[mod®rdEt❑ ® CI 1 11 1 111111rdEj'❑ C1ID ❑C� ®®I II II II I I I I I II I r❑ ❑ETTFFTdS FFn 7=777fCG®771 H❑FTiETFFFdCdrEEI� C� FFFF-FTfl111 I I 1 11111 II 1111 1 d ®= ED ❑C'ontractof =The individual or entity with whom Developer has entered into the Agreement. LL-Day or day — A day, unless otherwise defined, shall mean a Calendar Day. CIIDDeveloper — An individual or entity that desires to make certain improvements within the City of Fort Worth EEE 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. [4 ❑Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 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. c®o®®oo®❑000❑ S00000000®oroo❑®®oS®ooFIEF] mo®❑ 00000®o®caS❑ ❑����m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[ZLIID® ❑ LIODd Erd ® ®❑❑d ®❑® ®❑❑®❑❑®❑®❑D ❑❑1fl❑®o-qD❑m®❑rD ❑ o-d ❑d Dr❑D® ❑ ❑ 1 II 1 1 IIIIIIIIIIIII 1❑ E6 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. F7general Requirements —A part of the Contract Documents between the Developer and a Contractor. C8 maws 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. ® miens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. mElilestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. EEEATon-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. 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. flans — See definition of Drawings. C41EProject 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. project --The Work to be performed under the Contract Documents. CKi Project Representative —The authorized representative of the City who will be assigned to the Site. E17 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. C8LLRegular Working Hours — Hours beginning at 7:00 a. in. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). ®11Samples 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. c®❑D®❑❑D ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑0❑❑❑®®❑S®❑❑ FIEF] m❑D❑ ❑❑❑❑❑®❑®cas❑ ❑❑ C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017L]IDLI41-1 u u�Od �d ®®OFd ®0®®FD®OF®❑®0®DD�F®o-� Fm®❑®❑ o-d Fd ®r❑®mD 0F" DDI7 EDE Nchedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. EIIDSite—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. =pecifications—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. =tandard City Conditions — That part of the Contract Documents setting forth requirements of the City. L4LSubcontractor--An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. =ubmittals 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. E$ ❑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. E17E1Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. E8 ❑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. E9 ❑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. m. and ending at 5: 00 p. m., Saturday, Sunday or legal holiday, as approved in advance by the City. c®oD®ooD ❑000❑ S0000000011F]r000®®OS®DDOODmO®❑ ❑ODD❑®0[TIC CS❑ ❑�D���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[201D® u I1OOd Erd ®® Md ®07M ®FD® OF®0®011T1 DD1flF®o-11D Fm®07r®❑ o-d Ed ®r❑®® minnunnmuim 4 =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. 4 =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. ®m Terminology ■ ■ ■ ■■IIII ■ s ■IIIII■u nlir ■ 111: IIIIII■niri inmi is ■I■■Ilni min no ■■■■111 it ■IIII■Ili ■111111[i 111■IIIII IIIII nl■Im ■ � nl■m ■I■■i;■I■ ■■nllni �� ■■i;■I■Inn ■■■■ nll■Inrn m ❑ ❑ Defective: ■■ ■ ■■I■ ■ i � ■ [i ■ ■■I■■ ■ ii 11111111■■ 111■I■ ■ i � ■ ■I■ i ■IIII■ ■Ili IIIIII■ ■ i ■■ 111■IIII 111 I I'"I""""II 11 lif III""' I"""'Irgi IIIIIIIIIII IIIIIIIIII IIIIIII' ■■ � ■ ■■P ■I■IIIII ■■I■■ ■I■Illlllli m d' I I I'll I I I'll I' 1' I IIIIII I I,' Ell I I I IIIIIII IIIIII I IIIII I 1111111 II IIIII IIIII II I II 111111 I lii®'I II III II IIIIIIII dEtdmTTTrmi- IFF-Fi-I I I I'i'll I"tr[dIIII'IIII'I'I ucl;FFTfFFFU�� ■■ ■I■ ■■[� Ili Ili 1111[I 111111111111 C ❑ Furnish, Install, Perform, Provide: m ❑= Ckd=Ek Ekd''"'"' """"" I'l t® Ckd®Ian❑ ElIk® 117dEEDrFTTiJ� �EidFFSI I I "IIIIII Ilt' III I I"1' "' I'll IIIIII I "t®®Ed1fI I IIlll'' I lit'"' I'll I ""'litl'I I"IIIIII' I'll'" 1= ❑ICI II III IIIIIIIII (I [1IIIIIIIIIIIIIIIIIIIIIa IIIIIIIIIIIIIIIIIul'lltMEETIIIIIIIIIIIIIIIII I= FA I IIIIIII'"' II 1' "Illit ®E❑EkIFF"IFITTAIIIII I II'll II I'll u' II IIIIIIII II I'll'I I'll''I[]Ed� I I I IIII Will lid[] ❑❑❑I "'I""""IIIII"d®❑""'I""""" ua;® EkdEEJ'Q='I II"I"""" """ "" """"' II"""" I'U IIII I I''III illi rl 11' I' lirl IIIIIIII I IIId®[7--T-t®[dFMIIII III I itI IIII IIII II_'FFFr EladIII Irll I I I I Illlld=' III I'll I I c®o®®oo®❑000❑ S00000000®oroo❑®®oS®00000mo®❑ 00000®171 7 F1 ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 001201DIL16❑ uI1OOdErd®®11A®0®®FD®OF®❑®1111T] ®o Fm®❑®❑o-dFd®r❑®® OF ARTICLE 2 — PRELIMINARY MATTERS ® m Before Starting Construction Baseline Schedules: S CID a it td I I I II I I I II I I uc 1: ®® I I I 1111111 u d lEt a C� [� 117 = 11E E$ I I II I I I I I II 1111 1 I t ;1 III 1 11 11 Ird [J7[IDCT [ID = ❑Etl 111111 l l 1 1111111 IU;1 1 II 1 1 II I I Ird[t ® LIO m Preconstruction Conference ❑E® al IIIIIIIIIIII INI1111I11I1IIIIII1ItA TIT[TTIT�111111 IIIIIIIIII111110ITTflt®I 1 1111111 1(1;1 11 11II1111111 1 11 1 11 II 11111 AI I I I I I I I 1 1141: ®FFW E❑�] ® [I1 Public Meeting C [FFfI FF[Tft EID 111 1 11 1 11111 11 1 111111111 11 11 11 1 1 1111 1 1 11 1 1 ® JLJ' []I 1 11 1 111111 1 1111 1 1 LLT [ffTC 1TT� FrF14' ❑ FIT"1111 11111 IIIIII 1 1111111 11111111111 I etF-TdIIII II1I1 itl= ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING ® III Reference Standards m 11®=7TTfl11td=I 111 11 IIIIIIIIII 111111I 1 III II❑1 II 1 1 111111111117EIF"®=Hill 11 1 Hill 111111111 11111111 1 ai 1 11 1111 Hill IIIIt111111111 11111111111 IIIIr=[T1l '[❑I 11 1 1111111111 1 WillTT1❑❑r❑❑❑tI 11 1 1 111I1 u11111 11 1II1IUI11it 11 11111 HIM111111 I IIIIIIIII 1 II 1 1111 1 II II II t1 Etd l l l 1 II I I I II II II II I II I III 1 1 1 11 1 1 I I II II d CTTFK®[I1 Ems' WJ 111 1 II II 1 1 iliiiiuiliil uiuiuillilii llilli111 ulliiiiii 1 l ills illiiiiiiid❑iiiiI ilii i1u1i ui1i11111u i11ii1i u111i lliui1i111u1i ui1iCi77ml a lllluu111111t❑ ❑[j Al IIIIIIII 11111111111111111111111 111111 1t❑IIII, IN1111111111111IIIIIIIII,I IU'®®[�® [D ❑mil 1 11111111 1 1 rl 1111111111111111111111111111111111111111111111111111111111111111ci lililIItI 11111111111111111 ill1l1111t❑❑ d®7TFT®m113'®1lE:i®I 1111 1 111111111111 1 1 1111111111 1 1111111111 111111111t111u 1 1 11 1 ItLJ1 111tCmmddC� [� 1 I11I 1 1I111 11 11 1 1 ti l i 1i l li t CdTI 11 111111111 111 1 tQI}'❑ 1 111 11 111 11111111 1 11 1 FfITTt Fj [j III II II II II II I III 1 1111111 I I 1 I 1 I I 1 1111 1111 1 1111t 1 1 1 111111 1 1 11111 111111 IItI ; ®® � ®m Amending and Supplementing Contract Documents ❑ ❑ ❑FFWI FFF I 1 11 1 11 11 1I I ITd rd ETTd [TT-1i' ❑Fld 1 I II II I 1 1 III Ids 1 1 I I II 111 I 1 1 11111111 d ❑ 111 1 111111 1 1 1111111 [� 117 ®❑11 Ill 1 111l 1 II IIIIt❑ --TTM.[T".I1111111 1 11I'll 1 t1 11 11111 1 1 111111 IJI II111111I II11111 I(I;1 1 II 1 1 1111 IrdJl=k® ❑ =[tl Ill11111 1 1I I11I 1 1(I;1 1 II 1 1 II I I lydJF1 ❑ ❑ ❑FFT-f ®m 1 11 1111111 1 1111111 I (I ; ® 1 11 1 11 1 11111 1 1 1 111 1 [" [[U [ID TlTt Qm 1 111111111 1 111111 d d1 11 1111111111 1 11 II111 11111 11 11 1 Ek1 1 11 1 11I11I11 1 1 I11111 1 11 11 11 11 1 11 1 1 11 111 I Q '1 1 1T11 11 111111 tECEFI-f E❑ �[IaAIIII1 1111 1 IIIt®Eki 1I1111u111 I111111u11 I[�[� 1000011111110,11 c®o®®oo®❑000❑ S000[I=T] ®o[�000®®OS®DDOODm0®❑ ❑000❑FIME 7 ❑ ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 001201DII21-1 u u�Od �d ®®OFd ®0®®FD®OF®❑®0®DD�F®o-� Fm®0�®❑ o-d ❑d ®r❑®mD ■nm, mnim ■■ IIIIIIIIIIIi 111■■111■i Illli�■I■IIII■ IIIllllllf; ■■■ ■li r [I IIIIII ■■ 111111111111 i IIIIIII ARTICLE 4 — BONDS AND INSURANCE 4 10 m Licensed Sureties and Insurers ❑ T7TTd F" Ed 1 II 1 1 11111 11( ; ® 1 11 1 1111 1111 1 II 1 11 11 1 t 17TTFd 7Td ❑❑ 11111 1 I I II I I 1 d = C®FFIFIFtII1111 IIII IIII 11111 111I11111Gl®mM 1 11 1 II IIIII 1 11 1111111111111111111itLid I IIIIIII IIII II I II A. Ld L11d❑ IIII III II IIXII1111111111111111 11 1 II1111111111111111 11111 1 d[❑E}'I I 1 11 111 1 IIIIIIIIIII IIIIIII®FTTFFd 111 I IIIIII It®Ed® S [lam I'll II lulu 1 11 III III 11 III III I II I II II I II I I II I I I I I 1 I I I IIIIII I I Idid ETI ITT TTtl I I I I I I I II IIII III IIIIIII 1 11 1 ®FFTdEdS D4® 4 D m Performance, Payment, and Maintenance Bonds 11 El C ®7771 1 1111 1 II 11111111 t ®❑I' ❑ mo d I II I III I I II I I IIIII II I® I I I IIII I I t 7Tfl Ir EEFI-Td TT❑1FTit 7TT m7TFr [-d JC ®I I I I I I II 1 11 11 1 11 11 t I I I I I I III 11 1 1111111111 1 II 1 1111 1 1111 11111 11 1 1 1 1 III IIIIIIIIIIIIIIIU IItlII�iIIIIuIIIIIIIIIutIIII1a11111111111111111tL[Lt❑1111u11Al11II1 1111111111111111111 CFFT7 IT+I IIIIIII I11111 IIIIIII 111111 etE}FFFTF�� ❑❑ C ®7-Fr 1 1 IIII 1111111111 r i II II I III I IIIIIIIII I I 1 11 111 1 1 Ill IIIIIII IIIII III III I 1 11 1 II 111 I t❑ T&C I I III 11111 1 1111 1 111 1 [� I I I 1 11111111111 II(CI I ITII II IIIIItI I111 III"1 IIIIII 1 II t FTTITMTt I I IIII IIIIII I II(I;I IIII IIIII I III I IIIIIII 1 ItiI I II I IIIIII II IIIII I IIII tI11111 IIII IIIIII 1 ❑ E} 1A [111 7A I III I I III I 1 II (1: EF]-f EIII]M I II 11 1 11 II 1 II 1 1 1 11 1 1 tl I IIIIII 1 II 1 II M []--]1 II 11 1 11111 11 1 1111 II I I I I I I t ® ❑ FME FI-i E111F]d 7FFTTFIF7FFTFM1 III II 11111 III 11111 11111 II(I : TTF1 C❑❑ TM7Td.I II I II I I 111 I I 1 u 1 11 1 1 11 1 1 1 11 t❑ Ems' [=' FTTd I I I I I I I I I(: ET-Ff I I I I 111 III I III I I I I 111 I t [Td Ell ET-IFFF-f❑IIIII IIIII 111171[M[T111111 111111111 I1111111dIIIIII 1 IIIII 11II IIIdlIIII IIIIII 11 IIIIIII IIIIIIIIIIIIIIIIt[AIIIIIIIII IIII111111 FTTC=I I IIIIII IIII I❑WETFWE$IIuuII1u IIIII11111IN IIII 1 II IIIII 11111`Cki IIIIIII IIIII 111IIjJE}®EEd77M ET-77 1 11 I I 11111 IIIIIII IFTFWm I I 11111 11 Hill II IIII I I IIII III I dEfl-WTETTTTf ®]07M ❑❑d[-d I IIII I I IIII 1111 11111 11 1 Hill II I MFFFNEi 117 mil=ram ❑m®I I I IIII I IIIIII 1 1111 t ®TF[FfTdi IIIIIIIII I� 11 1 11 11 1 11 11 1 11 1 1111 t 11 11 1 1111 1 1111 1 111111 11 1 111111 1 1 11u 1 1 1 1 EFTTFFd 1 II I 111 I II 11 11 I I ldl E-" Ed [mil = a FT I II I IIII 11111 1 11111111 1 1 111111 11111111111111111111 1111111 IIIII 11111 Ict1 111111111 IIIII 1 II 1111t-[TTT-+I I I I IIII I III111 111111111 1 A I I I 1 11 1 1111 1 tt❑ ❑❑ IIIIIIIIII Illllltl IIII II IIII I I'll I tlIM[flUTd7[TTC.®FFFFtIlA®Ed IIIICII a IIIIII1111111 a IIIIII FI TTI II I I II II ItiI I I I I I IIII 1 1 II 11111111111t❑ I I 1111111111III I1FTTTT� I1111111111 1 11 11 1 1111111111 1 1111111 IIrI❑fTTrll117 ❑a❑C}M74DEICEUFFT E -Tt =1I I11111111 11111111(I;TTFFFFdII1111 II1111111®A 11 1 111111111tIIIIII IIIIII 1 II 1 1 I IIIIIII It IIIIIIIIIIIIIII 1111II1 11111111111IIIIII IIIIIt[TTd1111111 1111t1-71- l-I IIIIIIIIII IIII IIIIIII 11 IIIII 1II111 IIIIIIII111 1 WJ ❑ EI1I I IIIIIIII III IFt❑ kDFFAADEIC❑ 4 D m Certificates of Insurance C®FFFFTF7TTFrd®7FTTI 11 1 II111 It7FflU IIIIIIIIII I I'll III IIII II II Illeldllllllll 1 IIIIIII IItEdE"""" IIII''' 11 1 I' 11 1 [d❑FFFT-] F"JdDC=71-d ITI111II111111111111'-17EIFFI-T-J'7[d7177-f❑FFA[�[� Ems'[ III I I III Ie{❑E==EkLJ❑LJ 1 1 1111 ITdI I II IIII 11111111 11 Id® ®VFFFh1LLJJ7 [d ❑= [I-' 1 11 III 11 IIIII tl E❑ I I I I 1111111 1111 c®o®®oolI➢ ❑000❑ S000[I=T] ®or�oo❑®®oS®00000mo®❑ oo ][T] F1 cL F1 ❑FFFRA� �I�m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 001201DI I8 ❑ uI1OOdErd®®11A®0®®F[1®OF®❑®1111T] ®o Fm®❑®❑7rdDd®r❑®® OF ■■ ■ ■■I[I ■■ii ■I■Ills Ili IIII■i ■lip i ■111■ ■INNER[ ■■[i Fi IIIII■ m LILIHill IIIIIIIIIIIIIIIIIIIIII I „„IIIIIIellIIIHill Hill IIIIIIIuIIIIt1EWIIIIIIIIIII lI�tIII IIuI Hill II IIIIIIIIIIIIIIII [T[T-rt[-IfIIIII I II„I I II IIIIIIIIII IIIII IIIII 11I IIYII III�IfliI IIIIIIIIIIIII IIt II IIIIIIItr®F[FMI IIIIIIIIIIIIIIIIIIIIds® ElInT M®[TF-f®[CI IIII I IIIIII,Uilld❑ 4❑ I „ I Mull iirEi[ITEI'l llllllllll I IIIIIIIIIII IIIIII I IIIIIII IIIIIIIIIII IIdiITFdQT 7F[dm-AI III I I IIIII II "" III II IIIII II%ii LI, I III III IIIII" I I I IIIIIIItE111a®®I I I 1"I""„ 1111111I111111„td=1 11111111111 II„IIIII==11 Hill III IINI® ❑II'IIINIIIIII1111trIMM= dm[-kI IiiiiitlII1I1111lIlIIl11u1iiIiIIIIiiIIIIIIIIIII1IIIIIII Lit 1, 111II III tll uu llll l l „ IIIIII IIIII a uu ululullll 111111 1 11 11111 II LiA4 1 II 11111111111111111 1 Mill I IIIIIIII Hill I® r®Ed[Mrl1111111 1111 1 tl I 1 IIIIII I( Idl] ■■ ■1111111 7TIFfIFFIFINI[Th I I Hill iiiiiiiiii IIIIIIIIIIIII■■I■■iIIIIIIIIIIIIIIIII Illli ■ ■■111■i ■IIIIII Udd I iiiiiii I iiiiiiii ii [i ■1; ■■MIlT i ■ IIIII ■ii 11111II■IIIII■■Illli ■I■■111111■I■ 1TUIF11■� ■■ ■iW ■ ■l ■I■■■■i ■■IIII ■■F ■■■I■I■■111111111 =1 1111111 1 11 111 1111111 Hill iiiiiii lit■I■■I■lii ■I■■ii■I■ ■I■Illllli IllllllllliIII ii ■■ 111■[i ■■[i [i 11111111111 775 IM- ■■ii■I■ - ILILILIJJ I 1111111111111111 1 „ 1111I I 1 11 11111 111111 11 tl II 1 1 11111 1 1 t= 6❑ 1 II 111111 11111I111111111tl 1 11 1 11111 r❑ -'l llll l 111llllA IIIIIIIIIIII 111I❑ii LILI I1 1111I ❑IIIII IIIIIIIIII IIIII litTTTA.[I=tI „ I 1I 11I11Ilit Ed=Il,ll Ilullull llu I IIIIII''' IIII I Imo IE] a FIT Ef 7❑ ❑ I I I I II II III I I I I I I❑' I IIII IIIIII„',d®[BEd 1 11 1 II II IIII 11111111 1 I I I'T',"„' II l ll l 111111 111111 1 1, 1' trI I" II I"' 1 II 111111 11111111 1 ®1 II 1 llllulll dlEt❑rllulllu IIII Illllllllllllll=[d1 "lI (IIIIIIIIIII llrll-Tl I„IIII', 11ctl IIIIIIIII I IIIIIIII IIIIII I'll Ilrt®® a11-T aI III I I I I I I IId, I I 11111111111 1 11111111111 111111 1'd, I I111111 111111 I" 111 r= 1 11111111 ❑❑FTrA-$I 1111111111 111111111 111"l l II t1 II 1 1 111111 1 I" 11 111111111111111 111111111 11111 1 1 t I I 1 111111111111111111= EdFj®®' III (IIIIII Iin I I 1 1' IIIIII 1 1t' I IIIIII, III [� I 111111111111di7a [171 111111 " 1111111 II ('I I IrII 11 11111 I dEIT1717al II I" 11 1 111 1 11 tl " 111111111 111111 I IIIII I 1 111 11 11 1 1 111 1 11 111 t F-T-Td [d 71-A Et FFIT = IM JT ® Ed =' mill „' 1 1' I t FU [� ®❑❑ l 1 11 1 1 1 1 1111 11❑�I I II 111111 II 111 ,ITTIE -M-1 1 1 1 1 1 11 1 1 [Ed ❑I 11 1 Hill 1 C I it I I II 11 III 1111 II I I [i ❑❑ m T I IFTFIFTIII1111,llIIt= 8❑ I „ I IIIIIIIII II IIIII IIIIII I III II III I „ 111'II I IIII, I „II I 1 1, II dEi'® ❑TTTEfi❑, ,„II ,,,1 I III II, t' II I ,,","", 1 t= ❑[d[� r®Ed'""'I I"III III III I ItDlil 1''"111111 I"1'I,IIlululllIIIIII11d1 11 1 III I (I'llII III11I'lldIJ= A'I TA FTMrI1111111 I'll''I'll IVIIIIIIIIIII IIIIII IIII I II Illlll(I;LLirl 11111111 111111 II 11 IIIIdLL±III1 I III llld mi= I I I II I I I II I I , III II t " ®❑ 7Td ❑=Trll I I I 'lII II I'll' I'll l,i ❑� ®d Elldd I I ll IIII I IIIII I�t = "ME 11 1111111 11111 1 ItIFFF[Tti I1II 1 1 11 1 1 tl III I I I I I I I I I I I II II III I II I I I tl II III I III I I II II 11 I11I II II 1 [dill Hill I „"IIII ilidl 11 I illial,II IIIII l,ll I u,1,,,II1„ lilt==millll III plaid''"''" I Ill'' I I t, I I ,",1", I'll(❑ ❑ ■ r� s I � II I ■■■i;r� ■nl■1 ■I■■■ �111111111111r.IMNF - i c®o®®oo®❑000❑ SET] o[I=T] 011171r000®®OS®DDOODmO®❑ 71000❑®0®CCS❑ ❑FFFIMA���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 001201DII9❑ u u�Od [7d ®®DOd ®0®®FD®OF®❑®0®DD�F®o-� Fm®❑®❑ o-d Fd ®r❑®® OF 1111111 IIII IIIt1Ed1 III III I I III I III I III till I I III III III II It1 1 1111111 11111 1 It I III I I I III I I I etab 1 1 1 I III I III t1 I III11111 I I I IIIIII®= r1 IIIII IIII11 IIlt'1 I I I Hill 11 1 IIIIIIIIIIll Hill Hill 1 tTTTdETTCTMT CDELDEladCdI IIIII IIII IIII III III III IIII I IIII I IQOOIDOEMI IIII I Hill IIIIIII IIIIII 11101 1 Hill IIIIItETTfl®1 11 1 IIII Hill ®[TdEIFFFf I I I I II III IIII I I I I 1 IIIIII 11111 II II I I I I ll I I I II I II I I I III tiETFT-t E1Td1111 11111 ucl;TFF-F] „I III IIIIII III lIII IIII llll IIIItl®'ElItI I IIiiuili I iiluiliI IN I III litm = ❑ 1 II II 11 1 1 II 1111 Ill =F ❑A❑FITIFT❑® ®❑ =LdFIM Ed 1 III III III tFUTHM III I IIII II IIII II IIU:111111111 11 IIQt1111 I 111111 I I I I 111111111111111111lit Ed, I IIIIIIIII IIII= [� �I IIII 1111111 II1111ATr1l-FITF-71 11111111 11111 1111111 11111 1 I111 11 1111111 IIII t11111111111111 I(I;TT1-F7TTTIrI IIII I IIII 1 IIII I E❑E� ®Ed ETId EIIt [ET I I 1 1 111 I I I I I I I NO El TTTT-d I I I I I II I I I I II tFT-F--FFFd 1 11 1 I I II 1 11 1 11111 1 1 1 F[FrtL-Li lmd1111 1 I 1 I I I I 1 IIII [j' I Imo; I I I I I u 111rd Cj' ❑ III (;I III IIII 1 111111111 1111 111111111dilIII I 11111If Hill 11 ir1l 11 1 1 11 11111111 O11L111u11 1 11111111 1 1 11 1 1111111111111 1 11 11111 111111 1 111111111111111 1111111111 1 ❑CflFMMEk= 1 II I IIIIIIII I tad= ETM I I 1 II II 11 I111 II 111 1 111 11111111 II 1 1 11 11111111I1t[dl IIII(IIII I I I IltLt i II 11111111 1 lit ❑ [dl IIIIIIII IIIIII I I IIII 1 IIII 1 t®I III I IIIIII 1 ullt❑ 7FITITT-dl1l11111 I IIIIIIIIII I I IIIIIIIIII I I Inuit• II II IIIIII 11111 I IIII 1 II III 1111>r'i. t]-IL [� ❑ ❑❑TTl❑❑Tlfl MFT-d 71" EfFIM TTFITIrTTtT TTT❑❑TTT r, FFF�=[] I II I I I I II I I I II I rl I I I111111 1 111111rM EdI11111111 IIIIII 1 IIIIII 1 11111111 1 11111 1 Iln EdEID❑:tl III 1 1111111 111t1 111111111 I IIIIt1 111111 111111 1111111 1 d = UPMiril I I I I11111111 1 111111AI II I I I I I I I II11111111 t®EF[-[1t [}❑rLLtllll 1111 1 11111 1 11 1111 11111111111 11 1 EEEIC= IBC®C❑❑r1 II 11 1 1 1 111111111 1Ll❑E TTH[d= E❑ =FTFFt Et Ell = ❑EIIk 4 m4 ❑ Contractor's Insurance ❑ ❑ Workers Compensation and Employers' Liability. C ®FFIFT I III1 111111111 till III III II II tl E I III IIIIIII IIII III I EIT111T1 II 1 11 1111 1 1tI111111111 1 1111111111 1111111111111111111111111t'I I I I 1 1 1 1111111111111 1111111dIIUIIIIIII II IIIIJWLI III Ek=fED CEEI I 1 u 1 II II I III I I I❑ ESE FT1 FIEFFi-❑CEdEEC EIU406 TITMEE] ❑❑dEd®[Fd❑❑ = m ❑® ®EflT ❑❑ =1 I I 1 1 111111111 1 11 11 1 I I II 1 11 1 t EEC Ek I I I I III I I I I I I l=k ❑ Ed C-"EFTfl ❑ al hill IIIIII 1 111 1= 1 11 1 11 II 111 11 t 1 I I I I 1 11111 1 11111 11 1 1 1 111 1 111 t Ei ®❑❑ X❑®17TFT Ell] I Ft 1117 111 Ft EC EFI-� E7t I I I I 111 I I I I( 111 I I I I I I II 111 I I I l l II I tt J EFF� ❑ 1111111111111 I I I I III I I t =k ❑ Ell ❑ZIIC ❑®177T MIS ®❑a 1 I I I I 1111 1 1 1 1 u(I L11j1 11 ICI n7m rI 11 I I11I I I III I ❑TTTd I I I I I I I11 I I I I I III11I I I I [TT❑ I I III 1 1111 1111111 11111 C]'❑T 17t1 I I I I I I I I I I I I I III t ll I I 1 11 111111 11111 I I 11111111111 I I®I 11 IIII III IIIIII 11111 I EL] 7Tfl E} Ell] It [ t I 1 II 1 11 111111 1 11 tt I I III 1 1 11111111 1 11 1 11 1 11 11111111111111 d TTTTf EII]IT EFUf ET I I III 1 11 II 11 1 1 1 11 Hill CII�] EL] [E(FTi' Ed EI] 1 1 1 II 1111 1 11 1 1 1 11 11 I1 11111 1 d TTTl1I- I I I III III I I I II 111 I I I I I III II I III I I II II II u t Ed I I I II III 1 1 II I III t A C❑®7-FFi EIS I I I I I 1 1 1 11 1 m ❑l I IIIIII II II11III II I11III 11II IIII11IIII u1lt1III II IIIII I111t1 I III III II I III11III t[ffiI IIIII II II II IIII11II I I I I I I I II I It❑Ff-TTflT+I ll I IIl11lIII II I IIII II I III IIIIII E� aITFI)fE❑❑ tEIr7Ed®ETIEllLWI II I IIIIIIIII I I noiLlilliIililiFa■IIIIII 11111 000010101110ii C®0®®00® ❑OLIO❑ SET] o[I=T] 011171[C000®®OS®DDOODmO®❑ 71000❑®0®CCS❑ ❑FFFIRA���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00117LED aloF uDdFrd®®FFd=11=TMFI=[F®®FF7F1RE7U1r1DF®07r®F❑-dFd®rF®❑IID Fes® ■■ ■[I I [I 11 ■ ■■ ■[I 1 [I 11 ■ IIIII ❑❑ Cm ❑ [t ❑ TtFU71 IIII 1 IIIIIIII 11IU ,EID I III II Hill III IIIIIIII I III Idyl III I I IIII I I IIII I I IIIIII I Tdi IIII III III I till I I IIIIIIII I IIIIIIII I F" MaEa®=dmmom=IIIIIIHill 1tI IIIiIl IIIIIIIIItjFTTTdI II IIIII11I If 11 111 EE E}Edl I liiiiiiii I I[T[TTtI 1111111 1111111ti ii 1 1 111111111itiiiiiiiII IIIIIIIIIIIii tlaiiii IIIII Iirldi IIII I I I IIIIUI I ur= 1 11 1 1111111 1 II 1 tETAEd1 I I I I I I I I I u trI II III II 1 1 11 111111111 II et I 111 I II I I a I III 111I1I I I II 11 I II I I I I tr1 I I II I II I IIt= S[F ❑❑❑f❑❑II 11I11II II II111)❑ I IIII 11I11I1 1111111 11 1111111111 11 tl II I li I II II I IIII III I I I II I II II h ilt®11'®I 111 1 II 111Hill I I I 11111lllit IHill IIIIIIIIIIIlit M111 dEd,"III "111II(I_' a�®� ❑IIIII 1111111111 ii 1 1111111 Hill =I II I II11111111 I II IFM1Td[J7FM LlFFTd❑MIT ❑�� amII111111111 1 t 1 1111111 1111111tWI 1 111111111 1 IFTM7d®I 1111111 1 Mull 1 IT1I II 11111 111uI1ti II 1 1 II1Hill IIIIt[�}[[�❑3® IFTIFFT 7T ❑ I 1 iI l l III I I I I II I I I dl FT I I II I I 11111 IIII 1 1 1 II l II lull I hill II ii II I II I I li C; I I 1 1 II I I II 1 11 1 11 li 1 II 11 I IIII 1 1 1 ®ram m DalHill I I lei I IIIII) Illti IIIII IIIIIIIIIII IIllHi1'I allI IIIIIIIiiii I IIIIII Iliillilillu III❑❑Tdl❑❑-T}l IIIIII Illu I I I liti I111�;® ❑®®I II IIIII Hill I TFTTT`J'®I IIIIIIIIIIIIIIII I IETIFIFFIA.I Mull I IIIII I It�®®mom 1 11li ii III 1I 1 li I I I Iti 11 11111 1 11111 lit Hill Hill Hill 1 11 111111111 1111 111111 lilt m C®IFFIFFi ll IIII I I 11111111111 1111 1 II tl I 1 II 11 Il 1 da I 1 I11II l I I II 11 11111 1 II II 1 IIIIII 1 II II I I II II II 1 tI] l I I I I11I I1 1 1 11111 [� I I 1 1 I I I I I IIII; ETI-fEIFFT Ell IFFM TTM E DFITT ■■ ■■[I 11 [I 11 ■I■■I■I■ ■■ ■■[I 11 [I I 1 IIII■i 111 m III 1 1 1 1 IIIIII 1 1 11 1 11 11 1 1 1 1 u ILL-Ldl= E1 EEd❑ == O:k I II I IIIII I I ®I I II I I I I I I I I I I I lit [� ❑1 11 IIII 11111 IIUT[T'®[ h II I IIIiiIIlIIIIIIIIIIII II I IIIIIIII I Itl IIIIiIIIIIIIIIIi I I I I I I I IIIII I IIII I 4❑ ❑m❑C=111J ❑❑ J=IIIII 1111111111 1II111t1 II 1 II11 1 1IUI1111II1111 MulltETTd=EMT-C EFFTTd=El ®11111111111111al111111111111111111111111111111111t I111111111111111111111111111111111EEJ=r111111111111111111111 CQ IIIIII1ii liilliiilllllil I lit[ C❑Automobile Liability. = ❑ E}1 (IIIIIIII I IIIII Ill lull 1 ii I II I I IIIII 1 iiii I Illlllltl I ICI( 111�1h1 11 1 11l l l 1l I I I IIIII l it l II I d®i1 ii 1 1 1 11 1 17WF" EaITTdFdETI FflFff FdETI = I I I II I I II I ii I d EEa Edi iI IIII I ii I iiii iI I I li I t77T-Tfl❑a[]a®=d= I I IIIII 1 1 II 1 1 IIII I IIIIII I 1111 I a=1 ❑I liillilli I I 1 li llltrllll ii ill will I IIIII IIII li 111111111111 Will iicl:l 11f 11111 FFF[KaS Ht= 111 11 I Icj®=®l I I'llilill IIIII IIIII I lilliliui1 111 111T❑IIIII I IIIIIII111 IIII IT[7-1-1-Thlll IIIII I I I I I M IF TI I I 111 I I I I I I 1111 I I I I I I I I it I I I I I® i iI I I I I iI I I li I iI I I I iI I [I] ❑= Hill 1lullulll[1,17 TITTFTILLILL1111 IIIIIIIIIIIIII I lif li 1 li IIIII tj[j'I I Mull IIIII II IIII Hill 1 111111111 Hill( �I I I lull 11111111111111 II Will IIIIIIIIIIII I�� i Automobile Liabilityllillillill■ i T-Tfl ■111■■iI I 1 1111 1 rf ■ ■■ ■ 711 Ediiiii III III 1111 lill I I1Td1TTffd1F1dIIII■ri ■ c®F®®oo® FFFFF SFFFFFFO[�®F[�FFF®F7FSFIIDFFOFFFFFF]F FFFFF®FFFC7 F1 FFFFIMA���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F OOCdLMO® LLDd1-d®®DOd®[]=®OC®OF®®0®0®EFIMITID0®07r®0❑dDd®r0®❑IID LII I 1 IIIII IIIIIIIII 1 1) $1, 000, 000 FFFTd ==E E1= Ell ❑F11F]I 1 II 11111111 IS ®® E®E3 ❑ IIII II II IIII IIIIIIIIIIIIIII®'I IIIIIIIIII II IIIII ■■[I [I 11 ■ r� IIIIIIIIIIIIi ■Ills Ills ■I■■■ ■[I I D 11 ■ ■� IIIIIlilillIi ■Ills IIII■IIICi ■■IIIII ■[I I U 11 i ■■i IIIIII ■I■ ■I■■■ ' i i - ■Ili 111■■111 i ■I■IIIIII i IIIIIIIIII IIIIIIIIII ■lii■riMEM ■■ii■■Ili ■IIIIII 111■W■I■■ii■I■ ■■IIIII 1. ❑FT�r.FTITIITTi-IIIIIII I I I Ilrll I IIIIII I III IIIIIIIIIIIIIII1111II Illfl II I Irll IIIIIIIIIIIII II IIII III IIIIIIIII III IIIIIIIIIII I III I Irll I Illlt® ®FA E10 Mi®d ® D =Et ®❑ d E1Ek7-Ff=7A EIT m ❑Ffl❑❑A FFTf[MdI I I I IIIIIII I Bonet I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O r® I IIIIIIIIII in II IflI-F] ®1 I I I I I I I IIIIIIII I I I I IIIIII 1 I I I IT® 2. ❑=®IIIIII 1111111111 I dI 111111111111111 1t1 1111111 111111 1ii®❑T[1117®1111111111111111111 11 11111111®111111111 11111111 IFTIFTFf ®1-1 Fit 11 II 111111 1 It1 FT❑F1 EEM 1 1 11 1 1 1111 1 1111 H i l l ®I I IIIIII I I 1 t i 111 l l 111 l l ill II I 117 1 11 1 111111111111111 Ilti®QI'®FTFTSI 1 11 1 11 1 1 t1 I I II I l I III 1 It®F7-dMFTF-f ® El] rl TTTii❑❑T❑Tr®7TTi'1 11111 11 1111 11111111111 a 11111 11111 1 1111 1®7TEfFM F TFF7111111 1111 I r 1 tT®F-F-d EID�=1111111111111111 illldiTllllllllll111111111dIF] 1-1-it1111 I I 1 ti I I 111 1111111111 111111111 1111111111 111111111111 1 r[T] 1 1111 II 11 1T11Tifl-Td= I I I I 11111 d ❑TTTTf[1TtM 111111 1111 1 11 11 1 11111111 1 11t1 I I I I I 111 I I I I I I It1 1111111111111 I I I r®Ed FTTFA EIDCTE 11 11 1 11111 IElIf®= I II 11111 11 11 1 1 111111 AEl=tl I I I 1 1111111 11 1 IFTIT� 1 111111111 11111 11111 1 C®774'I 111111I II IIII IIIIrI II I (IIIIIIII d[TT ®I 1111111 11111 1 II 11 11 1r1EFd®'1 1 1111111 11111 licn©[Tfl7d � E17ETI-tE® ■■■I[I ■I■■lii ■■■i; ri III■lili III ■I■■IIID ■ ■■i ■II:I ■ri ■III■■■ ■I■■Illllli more ■I■■I■■F ■■■■■1 111■■■I■ ■■■■i■I■11■ri ■■■MINI■ ■■I■1111■ 111111111 ■Ilii■ri it on ■illl ■ 111111 ■■ii■I■liii MIIn1■r 111 i IIIII■■I■PI mill i■r1 11F ■■F 111■ a. G EI�Lf Fm 1 11 I u 1 I I 1 I 1 I I None I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ®LID'®®'FFfdLd [Td m1 I I I IIUHIIHH 111I1IIr® m ❑EFTIr111 1 1111111111 1 Ivonel I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ®[Td®7MT5-FTTd[d®FRUA1 Mi I i I''Imulii I I niilr® IT] ❑ E-Ft1 IIIIII IIIIII 1 111I1t7f`TdTT7 I 1 II 1 1 IIIIIIIIII 1 1 1111 dim®[FIFFFt I I Idl III I I I IIIII II t= 11 1 1111 II 11111 1 1111 1 111 11 11 1111 1 111111 1 IrIFR[Td =®= ❑CIS ®EMI 111111 11 Hill I I l i t E 1®E�I7 117 Ed®1 I IIIIIII IIIIIIIIII111111Illidl111 IIII I ulltl III II111111111111 Atli IIIIIIIIII It1 IIIIIIIIII I IIIIII IIIIII 111111 111111111 lilt 1 1111 1 II III 111 111 1 1 1 11 1 I M 1751EE EIDCI7 11 11 1 I 1 l 111 11 1 t 1 111 11 11 1 it Ed I I I 1 1 11 11 1 111 1111 l I ml I I IIIIIIIIIIIIdi1111 I I I I I �1111F ■ii ■■IIll I I IIII■■ ■IllrIF c®o®®oo®❑ooL❑ SET] 000000®oroo❑®®oS®00000mo®❑ 00000®o®cLSO ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F OOCdLLto® DdlOd®®F❑d®[]=®OC®[F IT 057111FE7WITID11®0Er1111011dFd0T1rF1E1= ■ ■■ii■■Ills 111 ■I■111■lii■■■iili Illlllli ■■Ci ■IIIIIII■i IIII■■ ■■I■■111 ■■ u • Ii ■IIIIII■i ■IIIIII■■li Ii ■IIII Ili i ■■li i ■■■II[i 111■Illlii ■Ili, ■Ii IIII■■OF ■Illlllli, on IIIII■ i Ii ■IIIIII■, ■IIIII■Ili Illlllli [i ■I■■IIIIII 111111111111 i ■111 • [i Ii ■IIIIII■, ■IIIIII■■ ■ IIIIIII■Ili [� ■IIIIIII■, IN 111 i ■Illllllli ■■■il[i 111■Illlii ■Ili, ■[� IIII■■ ■■I■■111 111 i ■111 Ii IIII■lii■Ili,■Ii IIIII■■■ i ■111liiiii0illililiffOlillININIF ■■ ■ ■111 i ■Ili IIII■■ Ili ■ Ii ■■P ■I■Ills ■ ■I■■[i ■■ii■I■Ili 111■Illlllli ■IIIIIII IIIII■[I (IIIIIII IIIIIII■ii ■Ili, ■Ii I minnimirimillillIiiiri liriloloommollillilliIllllllllll■I■ IIIIII ■■Ii IIIIIIIIIi• n III ■Ili, ■Ii [I ■■ ■■I■■Ili Ili 1111111111■ ■■ii I ■■IISit i ■■ • ■ • 11[� i Ili ■ [i lllimillilolrilmlilil ■Illlllli ■Ills• IIIII■Ills [i • ■■ii ■Milli IIIIIIIIRi • ■I■■■IIII • Il i r i • Ili ii ■I■■ii 111 ski ■i Ili ■ Ii 1111111111■fi■Ili,■Ii 1111101111111111 ■I■Ili ■I■■I11111 ■IIIIIII■■ ■IIIII■lii■Ili,■Ii IIII■■ Ii illillimmililiFili 111 liiii■Ili, ■[� IIII■■ li, ■Ill■■ ■IIII■IIII ❑❑ Notification of Policy Cancellation: C ®M h l l ll I l l 111111 l l❑ E I I Ili I H I I Ill 1 1 l ll ll l l (l : l l ll l Ill l I I III III I I II I II I II 11111 1 117 Film iiiiiiiiiiiiii iit7777777Tf FFI-f FFTTTt777jrnrr7MFFTTFM777777�7771-777 ■■■I■ni ■■■ I. nn■i ■Ini I. nlulli r ■ ■r� n1i 4 ® m Acceptance of Bonds and Insurance; Option to Replace • [i 111■Ili IIIIIII Ili m llli Illlllli ■I■■II■ ■■■IIII ■I■■11[i Illli• 111 • ■■ii ■I■Illi • ■I■■I■IIII 11111111 ■ ■I■■II■■ ■Nor,■IIII■■ ■■I■■ ■■i• ■■ii■I■Ills ■Ili■Il ■liui■ill 11111111■IU Ili I Iii,11,11F, MINING ■■■Ill■ 1111:1 ■■ii ■I■Illl illismilillig■■[i • ■ ■I■■III■ i nor, [i ■i i 11■■■ ■I■i ■■ii■lilli [i ■ ■ IIIIIII, ■I■■Illii ■I■■ii [i ■■ii ■(IIIIIII ■■I■■ Ili [I IIIII■ 11111111 ■IIII IliKIM MINOR ■I■ IIIIII Ili • n IIII■■, ■I■■IIIII ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES ®m Supervision and Superintendent ■ ■ ■■ii i mill • a ■■■IIIII■ Ili ■IIIII■ c®o®®oo®❑FFo❑ SFFFF[I[T] 1F]rF1FF®®OS®FFOFOFFF®F FFFFF®F®CCSD ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F O017 LMO LLDdOd07®DOd®000]TT11=OF®®0070®EFIMITID0®07r®0❑-dDd®r[11E1= LII I 1 IIIII 111111111 1 ❑ [b IIIIIIIIII II l td IIIIIIIIIII II(A T-T11 ®[ FT`Th I III 1 111111111 111111 111111 Itil II III I I I I II I III tE® ❑ I-MT-fl 1 II I I I I II IIII III III IIIIIII III IIIII II IIIII 1 ti I❑}' [TTd [} I II IIIIIIIIII I I I It I IIIIIIII IIIII ❑❑❑11111111111111111EUITIII I IIIII IIItl[Tk1 IIIIIII 11111111 11 111 J=®IFITTkI III IIIIIIII111111111 111II11111 111 IIIIII 111111 111 IIIIIIII 1 11 1 II 11 1 11 1 I I I h l--T-Tf =11=❑❑ [IrET]7❑m S7T-f TTITd ®-FrUf®[It 1 11111 111111111 1111111111111 11` 111/1/111 C1I I111 1 111111111 11 1 111111 1111 tI11111111111111 111111 1 11 II 111Hill IIll I It11 1�1FFM ❑ I I III11111111 11111111 111111111'[®mFFIFf I 111111111 ulllllll 1 FTTfl1 I I I I I I I IU;®FFFk ❑ ■ ■■P■I■IIII ■III■IIIIII■■IIIIIII■111■I■ IIIII■!■■■i IIII Ili ■111■■ ■IIIIII i CID m Labor; Working Hours 11❑C®7TFFfI 1 11 1 111111 1'FTTfl 11 11111 11111 11 111111 1111 1 1 1 1111111111d®I II I I I III III I I I tIla0 ®1 1 IIIIII 11 1 11 1 r®Ed, 11 I'll I II(I;® F-TTW-TTFt I I111 1 IIIIIIII Fill Il l llllllll I FTTFF I III I IIIII 1 11 1 1 Nd�l IIII III 111111 II 111 tl EkdEt C® ❑❑ ❑I III 11 I IIII I IIII I II I t❑E®®EdMtI IIII I II IIII I II III I IItT171 I III 11lill 111 I IIII I tI II I I IIII EfET QT'l7T-i'� MTN AI IIII I I I IIIII I t7[7TTdI IIII I lI IIIII111111111 t❑I I11111111111111dI1111111111 IIU:EII-f 1 11 111111111111111111 a[] �111111 1111 1 111111111 ill I t❑ tF1 FdEdq FU Ef Ml7r, -F-�IITT®I I1111111 I I IIII I t❑ E=❑ 1 II 1 II 11 11 1 ill I [:k l 1 11 1 II 1 1 d = EID E1 EIS C t M EID FFFFM = E k EIS EIS = E� Carlllllllll 11111 1 1 11 11111111111 1111 11111111111111 lill 1 11111 tl 11111 1 1 IIII11IfillI I I ® r1 II 1 1 11111 Hill I I III IIIIIIt[J57 ®I I IIIIIII I 1111 1 1111IIIIII1 111111Hill t[Hi❑E❑ Et= ILL QIt FIFFFF FI LEI ILI] 11 LLIT111 1 1 1 111111 1 1 1 1111111 1111 Ed 1 11111 1 11 1 1 1 111111111111 1 111 l 111 11 1 1111 1 1111 I 1 IIII 1 II II ❑ It ■■ Ili 111 ■■■■■� 111 ■ ■111■111 ■■ Ilia [i ■II[i 111■111 ■■ [1 ■■ EIE MI III I I 1 l I I I l a 1 11 1 1 11 IIII 11 1 Hill1 I 1 l Ed 1 11 I I I I I I I I 111 11=1 I ill 1 I u ll I I Ei 1 IIII 111 1 11 11111 1 11 1 CRIB ❑Q7 EID EIE Services, Materials, and Equipment ■ ■ ■ liff■iiiiiiiiiiinomillilliriiiiiiiiiiiilmiiimmmriniiiiiI ■■I■■ ■I■11111[l ■■ii ■1■Illi IIIII■Illlllli nor, ■Illlli' Million ■Illllllll Ili ■ ■IIIIII Ili ■IIII■IIIIII ■ ■IIr 11111111111 ■I■■111■ ■I■IIII 111■i ill ii■I■IIIi 111111111■111 ■I■■111■ ■■11111ffi111 ■■I■Illi i illillillillimmom ■IIII 11111111■Illli ■ IIII■ ■i i ■■ ■Iffe ■ ■IIIII ■Illif ■ ■ff$ ■ IN ICI ■■IIIIIII■ ■■ Ili ■ 111■ ■i Ili ■ ■■■III[I ■■ii ■IIIIII Ci ■■■ii [e i ■■ ❑❑❑®®❑lf❑❑❑N❑-❑7❑❑I I IIIIIIII 111'E}'MdIIIIIIIIIIIIII IIIII EiI IIIIII Illllllll IIIIIIIIIIII III IIIIIIIIdlarIIIIIIIIIII IIIIIIIIII Illlllld❑ 1 II 1 1 dl II I I IIIIIIII I II II d=II IIIII 1 IIIIIIIIII IIIIIIII t❑FFTd[ 11 IIIII IIIII 1(';® ® 1 II 1 II 1111111111ATI I IIIIIII IIIIII aFTM [d1111 IIIII I.-i1 I I IIIIIIIIII IIIIII I IIIIII I IIIIIII I tl I lllllllrll I IIIIIIIIII IIIII II 1 IIIIII EITC Ed E❑17C EFIX, EII-fEITFk 11111 1 II 11111111 t I 11111 11111 1111111111 1111 t EIffid I I 1 11 1 111111 1 1111 d E® EIIT E�7 r I I I I Ld 1111 I u 1 1111111 I II 111 1111 I II I I II I t--TTfl' I I I I I I II II I I I I I I II 11 ®FFTT FFF] FTTM c®o®®oo® D000O SET] 000000®0r0o0®®oS®00000mo®0 D0000®o®caSO DFFFIRA���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED LIEl❑ DdlFrd®®F❑d®FDID®OC®[F IT 057F H117UITID11®01r®011dFd0T1rF1E1= ■ INIIMIIM ■ ■ 1111111 ■Ills 111111111111[� ■i ■MR111111111111111111111111111111111m [i IIIIII■■IIIIG� ■ ■111Di Ills ■111111h 111111[i 11111[i IIII■i11111■[i ■I■■1111111111111111hi1■■IIIII■■IIII■I ■■■IIIII ■ 111111111 ■I■111■IIII ■■Ci [� ■■ir ■I■IIIII ■■I■■ ■I■IIII■ ®4 ❑ Project Schedule ■ ■ ■■ir■IIIIII a ■iINN ■IIII■Illi�■I■[i u � ■I■■11111111111111[ ■li ■■■111U ■ ■[� IIII■[I ■I■i ■■■■I■■i;■■ MINIMUM 1111111Di lii■■ IIIIII ■■■■1■ ■IIIIIIIi ■■[i [i ■i■■i■ ■ ■■ ■■ir■111ni nlllnn nlnnlli n1111nn nlnmi ■■ ■1■■mu ■m[� 111■[I ■I■i■IIIII ■■■P■I■ ■■Illllllli ■■■11[i IIDi 111/1111 ■1111111: ■Uri ■IIII■ ■■ ■ ■■■11[iU,11WHIMIUMBFURIMME10111 ■1111111Fb ■I■ I ■■ii■1111111111 IIII■ ■IIIII■I■ 1111111IIL" IIIII 111/1111 ■■ii■■111111111 ■ ■i ni nlln nlnn[ [� ■I■1■n1i � i 111 ® m Substitutes and "Or -Equals " ■ ■ ■ ■■I■■1■i IIII■1111111■ 11111111 ■Illr Illllllli 111■■111■ n Ili r ■IIII 111[i IIII ■I1111111 ■■I■■ ■IIIII ■i Illllli ■1111111■ Ili liiiinjilloo 01111011111111W IIIIII■IIr K, ■■■Illlr ■IIII 11111111111111111111111M 11111i i MGM 11111 ■111111 liiiiinillilmllFgrol 111FIN1111111011100[u 111■111 i i n i Illli Mill■ 111111[i Illllllli 11111111■/111111111 ■Ills mill ■■■IIIII IIIII IIIIIIDi 1111[I Illlllllli ii■I■IIII■ Illi� [IIII■Illllii■■■ IIIII 111■IIII■ ■ ■■ • i i 111111111[I � Illli 11111111 ■IIII Illllllli IIII■■111■ ■■IIIII 00,111,10 ■■i, ■1■Il■IIIISS 111 i ■ill 111111111■ii ■1■■ii [i11111111111■■IIIII■i ■IIIII■ ■ ■[� ■ ■■i ■■■IIII ■III III■■ i ■■■11[i ■IIIII■ ■ ■ ■■III III■ 11111 NN 111111■1 lillii■■ IIIII■11■■ ■I■i ■■Mir■I■ ■■1111111i ■■I ■ ■IIII Illllli IIII■■111■ IIII i ri ■i■il■■ [i IIIIII ■■ U ■IIr inIni ■ m f 1UTT11 MFTFFTTF 17TT FTTln Mi TTTT FIF- -l77-FTr� I I I I ii I I I i i ii I I ii 777H CT IIII �r ■1111i1111111111111 on IIIII■ Illllli Ili 111 ■■11[i ■Illllli Ili � 0 lllilliliffaillin lllimilliliff ■■ IIII■I■IIII ■■[i 1111[� IIII■li ■i ■Ili i ■■ ■■ Illi ■III IIIIIIIi Illli■■ii■11111111 ■11111[�I c®o®®oo®❑FFo❑ SFFFF[I[T] 1F]rF1FF®®OS®FFOFOCFF®F FFFETIME LSD ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIEO ® �uDdOd07®DOd=11=TT11=OF®®00701RE-MIJD0®07r®0❑-dOd®r[11E1= LII I 1 IIIII 111111111 1 m ®111111111III Illt❑IHill I I III II 111111111111IIIII11111 IId1[-FFFMdj❑❑1 11 1111111IIIIIIII IIIIIIII I=Ed� C®FTFM�� I Substitute Items: m 11111111111111111IIc1TT}I I11111 11111111111111®71 7EFUd 7FU FFIF�77TEdFM II III 111111 1 11 1 1111 II 1 11 11 t I I I I I 111111 1111111 1 ❑CIS d ❑CE[} Tk I 11111 1 1 111Hill I I I1111111111 I ❑ m C ®FTTFT L 1I 11 11111111111 1 1 1 1111 11 11 1 111111111111 1 11 11 IIt ❑ 11TIT❑T-I TI❑li FTTd. [d ❑71FIT❑❑TI 1TF EIC ®® d®❑IIII IIIlllllllll IIIIIIII IFmf I I I I I IIIIIIIIIIIIIII IIIIIIIIIIIIIIII I IIII IIIII 1111111111111 II 1 = Ed[TFh11111 11111 11 1 1 11111 111111111 1 1 1111111111a lul l tl I�1'W❑I I I 11111luIIIIt-7TTMI IIII 1 I III 11Il 1111 ® ® II 11 1 1111 11 11 11111 I111111111 1 1111 1 11 a 11 11 11 11 1lid ILL a 11 1 1 1 1 1111 1111t[� C®VIFFIFT❑ m C®FFFIFt rlilliilu IIIII 1 IIIIIII IIIIIII 111111c1;I1LI1111 T I I I I licllllll I I111111111111111111 I = EE[i l l l l l l 1 u 11 l ill I 1 1111(I ; ®[FTI`Tt l 1111 11 1 1 11 1111 1 1111 t 1 11 1 IJ I I ❑1 1 1 1 1111 1 111111 1111111 1 1111 1 11111 FFF1 FTFrS 0TTs111 ■■ ■■■�I[� 111 IIIIIII [IT] E-E}[[Ft❑ Md I III I II I I II I I IIII III IIII I I I II I I I III I I w I I I II IIII 1 II I I I 1 1 1111 11111111111 I l 11 ldLU[Lrl I I I llllll IIIII II I tl'Ell d� nll ■■IIn■1 nllr■ IIIIIII n 11111�� [m 1111 11111 1111 11111111111111 1 111111111111 111111lill1 111111111111111111 Illi'[7TTFd.11lll I I11111111111111111111111ITTIFTk7TA® C®7-F-5I II III III I I II I I 111 11 I II I l I11IIII I III II 111 I IIi11iiI I I I I I I I IiiI IETI [® ❑1111 11 11111111111 ul1#'l'7777dilill I I iiiiiii11111111u111 IIlillIlill1 11111 a=FTT®I IIIIIIII I I 1111iiii I I 111i i iiliil i All l TTIN "lit, I IIIII IIII II I I ll I II I $Ed1f1 11 1 It® ❑TFr. ❑❑al 1 11 1 1 IIIII II IIti hiI11111111111 Idji I IIIIIIII lldji liilii 1 IIIII IIIII Ilit-� IIIIIII IIIIIIIIIIIIIIIII I❑ ®❑FTT I II 1 11 111111111111 11111'17l—❑FdI I111 1 1 111111111111111111111 1111111111 1 1 1 1 111111 1111® [® Eil 1111111111 1 11111 1111111111 111 111 11111 111111 1 11111111 111 11 111111 II Itil I I I III I IIII d ■■ ■ 111111P ■I■IIIIIII■ 111 ■■■�I[i li i ■■ a ■ ® I I 1 1111111 111111111 1 1111 1111 111111 111111 1111111 11111111 11 111 ilitil11111111111dFll IIIIII I®I IIIII IIIIIIIId c®o®®oo® O000O S00000000®0r0o0®®oS®00000mo®0 000oo®171 L F1 0FFFIMA���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED LE6F DFdFrdD®FFd=71=®F=[F IT FDF1RE7UFr1DF®07r®F❑-dFdDrFD❑IID ■olinr. maim ■ mr� ■■Illnln ll`r� nlllr� ■■inlrl it ■Illnlnllr nn il■I■nllnr� ■■ - nl ■I■ ■I■■ ■■■ 111■nil■I■Ills n ■ ■ Substitute ConstructionMethods or Procedures:■I■I■■IIII■ ■Il" ■i l T_TdaLL 11111 11 1 1 11 1 1 Hill I Hill 1 11 1 EdU I I ILLILLUFFIT=E] ■■I■■ ■I■IIII■ ■■f1■I■Illi 111 ■I■Illli ■IIII■Iliiiiiiiiiiiiiii iiiiiiiiii I I iiiiiiiiiiiiiii■I■I■■IIIIIFMT& 11111111 1 1 1111 1 ill ill 11 1 1 11 1 11 ill 1ltLL[t[TFdJLk[1 ii■■ri 111■11 )IIIII) ■■-f7Tli ■ I ii iiii I I I Il I 111111111 [I 1111111111 llllr ■ ■■Virg ■IIII ■nil I F-Tr FFT[Tt 1 1111 1 11111111 1■I■■I■I■ ■Im ■I■■i ■■r; rd mini ■Ig ■I■■nln ■m nl■ i liff ■Ill■■ lllllllllll■ ri long ■Il■■111111■■i IN ■I■■■ll■ll mill ■■Ire moll mill IS IIIII■■ ■Ili ■I■nil■ moil ■I■Ills Illlllllli ■ill)■IIGi 8 ■■■ll[i 11111111 ■■IIII■ i ri Ili imlllli[i llimillllil ■ill■■■ ■nll■■I■ NONE � � ■■■ INC ■■■ Illlllllllllli IIII■Illi 11111111 Illlllln ■11111[I ■nil ■I■Illi mill ■ ❑ ❑ Special Guarantee: C ® FM 71_1117 I I IIII 1 II II I l : ®IFFT7k I IIII II 1 1 1 1 1 II 111111111 1 II 1 I I II 1 ❑-17f❑ 7r771777777TMn[JT Irt.ontractor 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. ■ ■ • - nlrl nllm null � ■■Ig � ■■■■r� nil Ill■■ illuri Moog ■■ii■lllli ■■iININEINIIIIIIEMIIFI■li nil ii■■limoll mill Rill ■■Illli 11111■■■nil ill ■■iiiiiiiiiiiiiiiiinsiffimmmliriiiilffglllllmm Hill loll moil ■I■Illi Ill ■nil ■IIIII 111 ■I■Ill■lii ■I■■il [i IIIII ■111 ■i ■111[I 111111111 ■■ii■■IIII 111 IIIII i ■111 ■i 111�1� Illlllllli ■■■Illlli 111 ■nil■I■IIII ■■I■■ ■I■IIII■ ❑❑ Contractor's Expense FM ®IFFFIFt ❑-1 d I❑17fTi [:[1I I I I I I II I I II I I II IU: ®l--TTTF�I II III III I I I I II II 1 G ❑ Substitute Reimbursement) i c 1111 IIIIIIII III IIII IItlITEUIIIIIIIII IIUITTh LLLLLLiirdJE1 ®6 ❑ Pre -Qualification of Bidders (Prime Contractors and Subcontractors) ■ ■ ■ ■■li ■nil ■IIIII ■■lip llli■li ■■nil ri n ■Ili ■111■I■■ ■ ri I I 111I i I l I ltl IIII IIIII IIII I II II I II I I I ®7 ❑ Concerning Subcontractors, Suppliers, and Others ❑ ❑Minority and Women Owned Business Enterprise Compliance: c®FD®ooD FFFFF S1111F111111110®F[O;FFF®F7FSFU[THIEFFFFDF FFFFFFTFIFFCFSF F FFTRA m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED ®❑ uDdOd®®F❑d®[]=®F=7F®®F®F®E7U1-r1DF®07r®F❑-dFd®rF1E1= ■n1imr nmim IN ■ ■I■■ii [i MUMMER ■■i, ■IIIIIII n nnomn�� ninmr nninnnm� ■ ■IIII ■■■Iivi Illli 11111111�1 ■■ii■■1111 II I�JJUIC;111111111 1111111 I IIII I II II I II t1 1111111 Il IIII l llllll l di ll ll 1 1111111 I ll ll ll l tI IIII II II I IIIIIII IIII I M[FII-f [❑ m [TTFF1 I IIII I II II II I ❑QIl}C17EIDIM❑ ❑❑IIIIIIII IIIII II IItFFT-tEEI I IIIII I IIII I I d7TFflLJLL'I IIII II IIII I III I II II I Irll 1 IIIII IIIIII 1 11111111111111111111 II 1 C®FFTd FMI[tHM❑ ❑❑FFTf FFFT®[d��IIIIIIIIIII IIIIIIIIII IIII ❑ ❑❑FEIrdllll I II II IIII IIIIII ITdEdIIIIII I111I IIIulII11II I[� IIII ■IIII■I■IIII ■■Ci ■IIIII■■ IIIIIIIi ■ ■IIIII■ii■IIII � IIIII i ■IIII Ili ■ [i 111■IIII►/ ■ ■ ■ ■■P ■I111111i� 111■I■■ ■I■Illlli■IIII ■ m C71-i�7TKIII 111111 I IIIII I FTTUFdd111111ll I illil I IIIIIIIIII 1 IIIIIIti IIII I I IIIIIIIIIIIIII I IIII 1111111 I1 1 11 IIIQ{I M11 ❑❑EII� ❑rllllIIII 11111 1 1Ill 1111111111111 II(1,111111111111 1 llll ill lllllullidili11 I I I I Illlt[[ l 11111111111 111111 111111111 II1111111EITT I II III IIII I CET1iV7TTdETE E[IfI 1 II I IIIIIIII I d{EM❑ I II illum 11 1 II II r I I 1 II 1 II Illl I IIll 111 II tFFTHITI 11 Il II 111II1111 dI 11111 11111 l ❑rd l l l l ll l ll ll ET7 C®7I 1111 1111II1111 1 1 1 l $l II 1 1 11 111111 1 1 CI IIIIII III IIIIII IFTIF-FTMTTTdMi II II 1 1 I IIII 1111111 1 11 I ll ll 11 1 1 11 1 1 1 1 11 1 r [ITH ❑ITT -t 1 11111 II 11 11 1111 1 11111 1 11 I I I I I I I l l l l I l l 111 1 111111 I II U; I I I r l I ill I 111 111111 11 111 II 111 11 1 1 111111 1111111111 l l I l l ll 1l ll ll ill 111111 11 t❑ ❑ iMEI Edl I I I 1 11 1 M❑ ❑❑❑MEEIt a[ ❑'I I ill 111111111 1 1 Hill I I I I I ullt=l llllll l III I tF-T-T-d.71-F1Fi a[] I I11 1111111 11111111111 11u:FTT 1 I Ilill 1 11 1111 [Ti❑[}'l II 11 111111111111 11111 1 1111 1111t[7Tfl[ [FtLal IIII I 1 11111uu11 IIIIIII 1 EXEIl4177FhJ❑1❑Ldl1ll ill lilt 1111111111 IIU;Endl 1 ulI IIIIIIIIIIII II Il1lt®IE ❑❑C®FFIFIf 1111 1 1111 Ill 111111111111tt1 1111 1 1 1 ill IIIII ill IIcIIII�tl 11 II1IIill 11 11ill 1111 d=IIill ill II I IIII I llill lI 11`hiFFfTff® S® D=d ❑❑d =Ed I ill I I IIII III II II II I r I III ❑ Dal I I III I I I I 1 11 1 1 1 11 1 11 II I I I 1 11 1 E i l 1 IIIII III III 1 1 C ®[❑ff [TTrt 1 II II I I I II I I I I III I I I I [C FFI-f FFFTTt f-WM 1 1 1 II II I III 1 1 d [ID I I III III I I I III I I I I I I I I I I I I I I I I I I I I II (; T❑Tr ❑TF ❑ CTa7 C� [T[ ill II IIIIIll III ill 111111Ill II 1 11111 III 1%61 1 Ill I It11 I IIItII$m 7"FFTd�® IIIIII II Iti®1 11111111111 111 IIII 111 ill EIIEJUI II II I 1 11 11 1 II 1 "Sl I Ill I I1 ill TsEIT ❑dFT[dHill IIIIIIIIIIII t ET7I11I IIIIIIIIIIIII11111IAll I11111111111Iill IIIll Iti llILIAll IHill 1111a1lltlill lHill 11 Hill lAll IIll 111111a1Ill IIllllI111111�1 dI 1 1111 1 111111 II IN❑ 77FfI-T111TtITSm7MFd❑FFF ET❑r7Ed BETE Eli Lill 11 1 1 11111 II 1 1 1 11 1 ■ C FF1 fIFFIFIt ■ 111■IIIII ■■■ 1111111111■r 1 1111 1 1 1 111111111 1 LILk ■ 111■[i ■IIIII■■ "■ ■IIII IIIIII■ ■ i ■■ IIII IIII■I■■ii■Illli ■Ili IIII■IIIII ■IllllT IIIIIII 11116 111d ■■Illlllli11111 11111111111 1111 1Ili ■ 111■Ili Illli ■ 117 ■IlA 117 Ud IIIIIIIIII Md1fl 11 1111111 1 tFTTF IIIIIII ■■-fITlli ■ ■ ■ ■ IIIIF. IIII■IIIIIII ■IIIII IIIIF. IIII■IIIII IIIIIIIIi Illlh IIICi ■■I■IIIII Ili ■ 111■Ili Illli IIIIIIIIII■ IF ■ 11111[I Illllllli IIII■■[I ■IIII■■Ili ■ ■ ■ ■ IIIII■ i ■■■F Ili ■ [ ■Ili go ■■ii ■■Ills . ■■■I■■ii ■1■Illi ■i ab ■■■IIIII on IIIII on IIIIIIIIIIIIi ■I■■ ■I■■[I ■IIII■■IIII IIIIII IIIII■fi IIII■IIIIIII■I■IIII Ili N. IIII■IIIII ■Ilh IIIIIII■Ifi� IIII■IIIIIII■I■Ili IIII ii. IIII■IIIII ■ IIIIIIi� ■III■i� � � C®0®❑III700® ❑LIFO❑ SFFFLIE] FFIC®F[CFFFITT [ISM FIE FFFmF®F FFIE FF®F®CCSF ❑F���m DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED M8❑ D❑d O d D ®❑m ®❑= ®❑®❑❑®®❑®❑®❑®o-IFID ❑®❑7rD ❑ ❑-d ❑d Dr❑D® ❑ ❑ ❑� ®❑ ❑ EIa7 . CI1-fl7TFFk LLLLW 1111L t EIlJ EEF—IIIIII III I I r l IIIIII I I I EI EID❑C H ❑r EEEIEt mill III III I I S ❑❑❑m:FETmF� 77-11 It [S ® EID8 ❑ Wage Rates ❑ duty to pay Prevailing Wage Rates. EIlfETTFTI I II I IIIIII II I I m I II IIIII I I II I C FTFT-9 F]T ❑❑(-TIrT [FTi' m [ITC ❑d ❑❑Sl Ed ❑>(TT❑IIIN l i l l 1 I 1 I 1 1I 1 1 1 11 1 11 1 1 1 II 1 1 11I 1 1 1 1 II 1 I 1 1111 11 I 1 II 1 I 1 I 1 II I ram®❑IIIII IIIIII IIU;1=I 1 I I IIIIIIIIIIIIIIII 11(1 EKIFM EkIIIIIIIIIIII IIIIII IIIItI II IIIIII IIII IIIII II I 1 1 11111111111 End II III III 11 I t [$ I i l l 1 l l l a II a c t I ItL LLM ❑ CIa7 C� EPenaltyfor Violation.[ID[C®[❑T'EIT[�ETTTI❑tiE�1Tt I III I IIII I II 1111II IIIItI II 111111111 IIII❑TF] III IIIIIIIII I I I Idlm IEW®[dI IIIII I IIIII 1a;11111IIIII I I IIII I IIII I IcI: O=k11711:t= ==k� [� E$ ld [ ID I I 111 1 I 1 II 1 I 1 II d I I III I III I I I I I 1 1 [} ❑3' ❑f Iii I I I I I III II II I I I I II I I I I I II I t 11I 1 II 1 II 11 11 1 1 1 ❑TG$ I IIIIIII 1I1II1A1I11I11II111111I11I 1 1TIELU I III11I111I 1 IIIII1I1I111 II1II11I11ItFFFTTFdI II I IIIIII IIc;IIIIII IIIII II IIIIIIIIIIIIIIIIII I Ld❑®I Mill I1111 I IIIIII1111 tI II 1 1 111111111FFFtmFrFF❑d10FFFM C ®Complaints of Violations and City Determination of Good Cause. CID EftI 11 1 111 I 1 111I 111 I11 1111 t❑ ITIEU=E❑IFM FTFEEI❑ Ek❑3'F❑ FFFF-'❑-❑❑❑❑❑❑❑❑"❑I IIIIIIIIIIIII I IF-MFFT-9[O❑❑❑1FIFFF 1❑ G CIS = C>CIID C Eli CID CID C ®FFFITk❑ 117 ❑ S = ®C = El = = d®❑IIII II11II IIIII 11IIt1 IIIIIII II1I1 I IIIdiomT"I IIIIIIIIII IU:®11II 111 IIIIII1I11IIII11IIt❑I 1111111 11111111111111111 ❑ FTTflI II 11 1 1 II 11 II 1111111111111111 II I IIIIIIII 1 111II11 111111111 11 II 1111111111111 1 11 III 11 t Ed==I IIII I II II I IIIIIIII 1 1111111 I IIIII II IrI IIIIII I I IIIII I I C ❑-Trl ❑❑1Tt ❑-TES ❑❑ FF ti ❑❑f 1Tt F❑1❑N I II 111 1 II 11111111 II 1 1A ET1 [1' ❑3' I II 1 I 11I 111 111 I I I I I II 11 I III I dj ❑(Pi' ❑IIII 1I 111 11 1 I I II 11 11 1 1 1 1 1 1 1 1 Cam®❑IIII IIIIIII I IIIII IIIIIII11t1 I IIIIIIII 1 1 di II 111I 1II 11 111 II 11IIIIII 11IIIII IIt;I I Irl I III [}ES®[I�® FFTMTFA EDc I I IIIIII 1 II I I I I I I Ell ❑EIIE= =Ek ❑ [� I II I I I II I I II II I II I I II d ❑-7t I I I I III I III 1 11 1 1I 1111 1 IId FIB 7 7EFTA Ef I II I I 111 II I I IIIII lI l 11 I II I I I II I I I I I I IIIII 11 IIIII IIIII 1 I TIF" FT ITI I I III 1 II II I IIIIII 111 I t Ial l II 11 IIII I II I I I II I III 11 II d IIII 11 I I I IIIII I II I d Ei ❑ IIII IIIII I I I I IIIIIII IIIIIIIIIIIIIIIII IIII [(I ■■i ■■ ■I■11:1 Wn IlllllliHill IIIIIIIIIII ilildr] ■ Ek ELf 111 ■I■■IIIII ■■I■ 111■■ IIIIIIGi ■ 111■ ■TF 111■■ i ■lii ■IIIIII■■ 111■ ■■I■li ■I■■■I■ ■ IIIII■ 111■I■ ■ ■I■■111 ■■it■IIII ■ ■lii■IIIIII■111 ■IIIIIIII r 111111111111l4 I I I ii I ii I I I I I I I i I I FFIFFIM f; ■■ii■■Ills It IS FFTTFTfl 7TFFf Il F 111■■■ ■11MTTFGi EE i ■i rii I I iiii I iiri I ii iiii IIIII Illillill I I II I I III t-=i I IIIII I Ilirl IIIIII III I illid■I■IIIIIIIPi IIIII■CIIIIIIIIIIIIII IIIIIIII I I I I ii I I I ii I I I I I I I I I ii ii I I I a [ITT ■ I I I I I I ii I I I I I I r I ii I I I I I I I I I I I I id ■i ■I■■[I11111 1 1 1 11111111111111111 11111 t Ed ■III■ Et ■lii■IIIIIIIIid i I I I I I I I I I I I I ii I I I ii I I I a I I I I I i I I I I I r I I I I I i I I I I I I I t ■lip■Ili 111■IliI I III 1 1111 1 111 ia■I■11111111[ IIIII■ICIIIIIIIIIIIIIIIIII 1 ■lii 1111111 1 IIIIlIV ■I■■ii[i 11111[i IIIIIi1111111111■i 1111 11 1 1 11111111 I=I■lii ■■IC IIII■ Eid, 111 IIIH 1 11 IItFFIiM== LLLLHiW=e.InInI1I■Iliim I I I I I I Hill I llirlf(l 11111111 1 11111 1 ri 1111111111 1 1 1 lill I lillr■ o FTFMTTM ■ 111 ' � i i i i � i i � i 111 ■■[I ■■ii ■I■IIII IIII■� IIII■■■1: ■■■■■ii ■I■IIII IllllliIlh IIIlllllli ■I■11111111 ■■li ■IIIIIIIIIII■ i ■IIII MEN■Illli� ■ C®❑D®❑❑D ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®❑S®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑®CaS❑ ❑Fm❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 [g LED LE9 ❑ �u DdOd®®❑m®❑= ITT ❑❑®❑®❑®®❑❑T❑®(]'ID❑m®❑❑®❑❑dEld®r❑®® ❑ ❑ ❑�®❑ I III III I IIIIII IIIIIIIIII III IIII--tI1:t[EE❑[.IIII IIIIII IIU;[FTNEFIF-TII1IIIII I1 IIIII I I IMI I IIIIIII IIIIIIIIIII IIII Ei7FTF7flCal❑ MiIIIIIIIIIIIIucI;❑❑❑r IIIIIIIIIIIIIIII IIIII III I HIM to=[Ell I 11111111 IIdIIIIIIIIIIIII IIIIE}'E FW71FTFMIIIIIIII IIIIIIII11I IIII IIIIIIIIIIIIItI II II IIIII IIIIIIII I tETF[fFtilliII II I II IIIIIII IIII IIIIII w:Illllil�lillilil I IIIIIIII I IIIII IIIIII:tm[ TT6 E®EdI IIIIIIII I IIIIIIII tl IIIIII IIII IIIII IIIIIII I II I II II1II11 ffl] ■1H1 • - Payments= 111111 111 11 111 1 tEal■I■mi ■milli ■nii■i ■n mil ■■i; ■I■Illi ■ IFFM IIII ■I■■ ■1111d ■I■IIIIIIIIIIIIIIIIIII111■IIII =C IFFrilIFFIFIT■ ■■■I■ IFFU ■■IRA ■ ■ 111■■ 111■I■ ■■■ii■I■ ■■I■IIP 111■m9 IIII■I■■11;1 7T-f ■■ FFUr Eo IFTM G❑IPosting of Wage Rates TIMM-W,[IIT[FIFIFt I I III 1 IIIIIII I 1 1 IIIII Itl IIIII IIIIIII IIIII 1 1 IIrll I IIII IIIIIII III III 1 III IIIII 1 1 1 IIIII IIII I III III111 FM ■ 111 i i i • 111 ■ ■■I■ ■■ii ■I■IIII ■ ■I■■IIIIII 111■Illh ■mllimillillininism ■I■IBN ■lip Ili ■ ■I■■IIIIII ■IIII ■ 111■lilt ■■■ir ■■■I■■ii■■Ili ■IIIIII IIIIIIIIR ■li ■■■■IIII Ills ®9 ❑ Patent Fees and Royalties ❑ ❑]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. LILIO ❑ Laws and Regulations ❑❑ EIl41ET-Mi I IIII IIIIIII IIII I IIII I II I II I I'll'" I'mit I I I t1IL 1 11 1 1 II I d I u ll I I I II I II II I I I 11111 11 1 111 I II I= ET[FFfl M 11I 1 1 I 1 II 1 II 1 1 1 11 I 1 11 1 IIIIIII 11 IIII 1111 1 I I 1 1 1 1 tL[Lt-11 1 1 II 11 1 1 11 1 I11 1 1 1 E}[TITIFI1 1 II 11 III 1 1 LIt Ll f]TTTTTt Id I I I IIIII, II III,IIIEI]7[TdIL_JI 11 1 1111111111 1111111111 IIa;I1II11llll I IIIIIIIII IIII I lei II II I I I IIIIIIIIIIIII'®TTTC®7TFFk® = I I III 11 III 1I I I I I 111 I I I I II 1 11I I EI] 1711-T}' LLJJ I II I III 1I 111 I I 111111 ❑FTMCCIlTFFFIFTE171-1E7 t[1 117 III 1 1 IIII 111I II 1111 1 111111111 1 1 1111111 1111111111111111111 1 ItiEt ETI Fil ET EE I II 1 1 1 I 1 11I I I 1111 c,' [IlilETT[Tt I II III II I II I II I II t I I I I I II I I I IIIIIIIIIIIII IIII I III IIII IIIIII II II I II I I IIII d Ed EI] 11I 1 II 11111 1111 II 1 I d I I I I I II , IIIII 1 III 1 ® rTA I I, I 1 11111111111 1 II IIIIII t MFI--t-I 1 II IIIII IIIIII 1 1111 Il t17FR1 II IIIIII 111111111111111tI 1 II 1 111111 d al III II 1I 11I1 1 1 111111111 tl l l l l l 11 l l [IITEaEa®Ed® I II II 1 I1 1 I1I I 1 I II 11 1 III III II II tI l III l I 1 11 1 IIIII 1 111 t1I 111I 1 I11I 1 I IIIII 1111 I I I II I a= ❑ [I] ❑[D' I I U I 111 I I1 II I IIIIIII I I III 111(I ; [I-fiff-FI]IT [1111f 11 11 1 1 1 111 11 1 II 1I 11I 1 1II 1 1 11 I 1 I 1 II 1 I 1 1I 11 1 1 111I 11 1 11`b I I I 1 I I 1111111 II 1 1 1 11 I1 1I tl ❑ ❑r[][][®I II IIIII II, II IICdC M=IllI II 11IIll"III I IIIIIII IIIIIIIIIIIIIIII IIIIII IIII II1i IIIIIII I II(I;[FITEFITTE® C ❑❑❑i ❑❑ IFT 11 111 111 11 II 11 II 1 II 11 1 I I 1 I 1 d ET E❑[} ❑[} [I❑ C� Use of Site and Other Areas ❑ ❑Limitation on Use of Site and Other Areas: mill ■■i,mIlIili Eli IIIIIIIIIIIIR■1■■■i■ ■I■llllllie ■ ■l■■l■i i OF Illlllllli� IIIIIII Ili ■■Illllli ■ IIIIIIDA 111■111 ■I■ ■IIII■� 111 ■ ■i ■IIII■F� IIIIIIImi� ■I■Illi ■li ■I■IIII■ ■I■Illli ■ c®❑®®❑❑II➢ ❑❑❑❑❑ ❑ SET] ❑❑❑❑❑III®❑III❑❑❑ PUT oS®❑❑ FIEF] m❑®❑ ❑❑❑❑❑®❑EFICCS❑ 8 C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED alo❑ �Z Dd 1- d ® = EEd ®❑= ®❑❑®❑®❑®®❑❑T❑®ErI D ❑m®❑17T®❑ ❑ d Eld®r❑D= ❑ ❑ ❑�®❑ MFIF-f [II L-LL[r i i i �i i I i ® ETTIT� I 1111 1 II I II I I I II 1111 I 11 III II I� I II II I I I II I I I I II II II I I IIII t ITITTA = 1 1 1 Hill I I I1 111 d[T'®111111IIII1 11111 1[TtQI}I II 111 11 1 1 11 11111111 tI lit111111111 1 111dIIII 1 11 11111111 dEIItIt-TM r1 III IIIIIIII Iit=®MEII II 1 1 11111 1111111 1111 Ek= M❑ I 111111 1 11111111 [IT 11 11 111111111111 11111d m I II I IIII I IIIII I I II(I:I I11I I III II I I IIa:71-f ITTi'I II I II IIII I I It7TTdITT Eal7fl 7 EEi'rI I I I I 1 11 1 1 11 1 1 t 1 111111 1 11 11111 11111 1 tI1II11 I II I 1111 II II It®Iill IIIIII IIII I®I III II I IIIIII I I 1 111111111t[ T[TI-t LIjjI I ItII111 II II IIIIII 111111111111111 [A'FMTM®IIIIII 11 1 1111Hill 1 11 1 1 11 11 IIIII 1 11 1 IV IIIIII I IIIItE'1 III111111 IIIIt=Eke I 11111111 11 1 I❑ETTA.I111 1 11 11 1 1lidd® [}1 1 11111111111 1 TFITT mill Moore ■■■■■■ ■I■ ■■■I■ ■i■i ■■■■■ IF ■I■■■■■■■■■I■■■■■■ OF ■i OF Ili ■ i ■lil ■■ii■■Ili IIII■■Illllli ■■ ■IIIII ■I■ lWou 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. ❑=Removal of Debris During Performance of the Work: ❑ EkI I I I I I I I I I I t TTI 11111 1 1111111 1 1 1 FT[T] C®[TFFFb III IIIIIIII 1 11 1 1 IIII II SI IIIII I lid®®®®[D 111Iu1II11 Hill Hill I ®® r1 1 111111 I I III II d [IL14E®[D I II I Ind[d1 I III 11 1111111 1 1111 11 1 II 1 11 1 ®[® I I I I I III I I III lid ❑ d❑[k111111111 I IIIIIIII I I1ItElII111III, I IIIIIII II IIIIIIII=F"111J1 II I IIIu1u1I I IIIII C U Site Maintenance Cleaning: 11A [IDr1 11111111 111 I IIIIIII II IIIIII II III I 1 1 1111 1 1111 1 II Q :1 1 1111 11 1111'1 III 1 1 11111111 1 1 I I I I 1 II 1 11 1 1111 111111 1111111 11Hill 1111111Hill IrI-7-TFdI II I I III I IIIIII I I II I 1 11 11111111111 111irl I1111111111 u(1;1 1111111 ®1 11 1 1111 1 t111uu111111 1 1 C®FFIF[It1Hill 11111111111111111trI 11 11 IN I 1 11111 1 11 1111111111 111 FITITITI111 IIIIII 1 111111 1 11 A[ti 1IIIIIII IIIIIII III IIII1 IFTFIT,TMA= EalIIIIIIII IN111IItrI II 111111111 1111Hill II 1111 1dtI 11111111111 1 IIIIIIII11IIIIIIdi IIIII IIIII ua;I I Ir11 I�1111111 ill II I ❑r 1 11111111 IIII IIIIIII IIIIIII 1 111111111t ult I I IIIIIIIII I I❑ 1 IIIII IIIIIII 1 1111111d i l l ll 111111111 1 IIIIII I I II II II I d 7FF[-f ❑❑rTT�i I u 11111111I 111111111 1 I di IIII I II II IIIII II I[7r FTTTTd [I] 1 II 11 11 11111 1 11 11 11 1 111111111 11111 1 1111 1 11111111 1 1 11 11111111 11 11 d®[� rEd= ❑Final Site Cleaning: Ell 111111111111 1111111 II 11 11 1111 1 11 11111111111 11111 Ek[X[F-Ff[FFFf11111 I 1 11 111111 11,S❑❑1L C] [® Ek7urfl=®[A[77h IIIIIIIIIIIII IIIIIII IIII 1c1:1 111litAI1Iu II 11 IIIIr®❑I'=I1IIII1 IIIIII 1 11 1111111111 1 1 I I111111111111 7fIX[I—T-r[FFI-Tt®EEI EEI 111111111111111111 1111111111 111111111111111111 111t1 IHill I III I III 1= dTTTT [Td1111 IIIII IIII [}= ■ 111 . , . ■Mir ■I■Ili Ills Ills ■ ■■IIII E ■ IIIIIIIII hill' I■■ii■ I-T FT[T] aild, I 111 1 1 111 ItFTT-file Illllllllllii■IIIIIIIIIIIi al' FIFIFT 1 11 111111 111111 IIIIIIIA IFIFFIFIF C� Record Documents ■ 111 ■■Pi ■I■Illi ■■Pi ■I■Illi ■ ■id 1111■i ■■ri ■I■li ■I■ 111■III1CI 1 11 111111111 1111111 1 ilillidd[TflMC■■I■■■■ E1rdEi==d=rd11FMTdEErIIli1II1I ililillitEilIIIIIII =kdJFlllM■ ldad[fi ii I I ii ii I I ri I iiiiii I I I iii ii I I ii ii LLLi7dA ■■■■1 11 1111111111 1 illitET]IIIIIIIIIIIIIIIIII■■I- ■ c®❑®®❑❑II➢ ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑IT❑CES❑ ❑FFFIRA m❑ 8 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIEO ® �DDd O d D ®❑❑d ®❑= ®❑❑®[I®❑®®❑❑T❑®E]r[D❑mD❑o ®❑ ❑ d l-d Dr❑D® ❑ ❑ 1 II 11 IIIII IIIIIIIII I❑ on niiiiiiiisw■i n I. ■■■ 11111111111111■ � 11111m111i I ■Ili ■■■■ill ■ i mi r ■■I■■ 111 ■i� i. ■■■ Illllllllllli■ IIIIIII■■IE� ■Illllli [� ■111[ IIIIIi Ili � � ■I■ millililinimilliiimmiiiiii Ills im iiiiiisirilrolirilliilillI■ ■IIII Safety and Protection ■ 111 ■■ii ■I■III i ■li ■i ■■ i ■IIF■■I■i u ■111111■■■ ml■■■IIII Ili ■■i Ili ■ 111■mull i ORION Illl■■IIIII ■■[i ■Ili i ■I■■■IP ■I■ ■Ili ■111 ■Illllli ' Illllllli 111 ■■111 �" i ■111 ■111 i ■Illli� 111 ■Ili Illllllllllli� IIII■■111■ ■i ■11[i IIIIIi ■IIIIIIIII ■■IIII Illlllllllli i ' lllllllllllie ■ 0111 milli ■ i ■■NII 111■ ■111111■■► Hills ■ ■Illlmllll ■■I■■I■ ■■Illllli ■ii ■ ■I■■IIIIII'■Ili ■ ■ ill ■■i, ■I■IIII 0010011111MEN 011100 min 11111 ■■ ■i ml■■■Ills Ili ■■i Illllli Ili ■■i IIIIIi ■■ Ci ■■ ■IIII ■ i11■Illllli[ ■I■Illllli 111 Ili IIII■■IIIII ■i illllllll[�mFff Emmin—oB iIF i ■■i1 ■i milli ■■I■■ i ■■I■ ■IIIII■ ii ■I■IIIIImI■ � Ili ■■i 111111 111 ■■ii ■I■IIII ■111111 ■■ii ■I■ ■i ■I■ ■ il[ ■■ii■IIIIIi 11100111111111111F■ [I ■■■ii■■ ' ■■ii■Imul; I■i ■I■ ■ liiiii11 ■111■i4IIIIIIIIIIIII■ it■li ■IIIIIII■■ milli limillillillillillillilillill I11111111 mill ■ Illli ■I■ loolillilliF ■IIII ■■i Illii■IIII ii ■i 111 4 ii ■I■IIIIII■li mlll[i II Illli IIII■■■ milli Illlli iiiiroimlIilillilli1111FIl Ira II Ili ■ 11 ■ i ■IIII 111 111 I■ ii Iln 111■[I ■■ii■mlli IIII mill ■■ii■IIIIIi IIIIIi Ili 01111011111011limmilillilloolillimiiiiiiinnimillillemill inininiira IIIII■111 i mill =# ❑ Safety Representative ■■ii ■I■IIII ■ [h 111111111111 ■■ii ■I■IIII 1111.E ■li C®❑D®❑❑D ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑®❑ ❑❑❑❑❑®❑®caS❑ ❑Fm❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIEO ® �u DdOd®®❑m®❑m7®❑❑®❑®❑®®❑❑�❑®��❑m®❑o®❑❑d�1®r❑®® ❑ ❑ ❑ LII I I IIIll 111111111 I❑ Hazard Communication Programs C®77`tlllu I IIIIIIIII IIt1I II II I I I IllllllulultFIFIEFAIIII Mull IIII IIIII III III I IIII I lull❑❑tlllllllllll III IIII[11 IIIIIIIII III Illllll F1 =dam ❑ I I 11111 111111 1 1 11 1 lit[] ®❑d1 IIII I III I EdI I I II I I I II I I I I I IIIIII it, I II I II I I I Id ❑ EEI I II I I I I I I I 11 11 t'd FFflTMm F' I I I I I l I 1 I I II 111 I I I IIII I =6 ❑ Submittals ❑ EC[FIfIFFIFIFf IIII I I 111 II 1 II I I I Ud LA [S = I 111 III III III III I I C It [mod I l I 1 1 II I IIIII I iiiiiiiiiiii III I I I II I I IIIIIIIIIII ■111 ■■■ IIIIII■■ ■i ■■i■■■■I■■il■■ ■I■■III■ [=❑1 IIIII I II I III III I IIII IN[ID®IIIIIIII 111 u 1 1EIFFFFTI 1 11 1 1111111111 1 1 1111111111111IIIIdEEI I I IIIII I lull 111 III II IIIII Id FrTi-aiLl I II 111 II I II d❑d1 I III11 I I tuf ®IIIII IIIIII AT11TIMItLd, IIIIII I I II I ❑CI I II I I IIII III ❑ t I 111 II 11 IIIIII I E❑Il' ❑T I TTT-d 1 11 II 11 11 1 1 Fi ®7-F-Th❑[i l I I I II II I I III I II I i-TTa llm l III I I II III I III Q; r 11111 1 1111 1 11 t ❑ i' ® FFd EFF[frTTTF1 ❑❑ Fr ❑dj 1- ❑ f 111 I I I I l l l ft ICIFID =S=®==l❑=[I:t=C177Tii❑dE]=C®MFFT❑❑-l❑rEdEl=C®Elk ❑ [� ❑ ❑❑❑ T-F 1111 11 1 I l l I d i 111I I I I II I I I I I l l I II 11 I I I II I II I I I I I II I l l ldj 1 I I l l 1 II I I I I I [] 11111 1 IIII 1 11 Q' ❑❑rTIFT 1❑ ❑ [�] 1 11 11 l II I I I 11111 11 11111 11 1 t❑ [®®Ed FT-rC = 4111❑ MUM 1 M I I I I1111111111111 1 11111 1111111111111111I11111111111 11111111t❑❑❑d'[d[� [®a 1 11 11 1 11111111 1 l l 1 u 1 1 1 1 11 l t; [TTF[TTFT FT [= Et El] 1 11 11111 11 11 1 1 11 1 11 1 1 u 11 1 1 11 Ir[I] IT❑1 11❑l1 ❑ SI 1 II IIIIIIIIII Mull I IIIII [� ❑E k ❑ I Hill l l ll I I I 111111111111111 1 I I I 11 11 IIIII 1 will u a :1 1111 1 11111111 1 IIIII 11 1 1 11 II I Idj FffFF-TFd. EIII� =k ❑ fTT❑MrI 1111 11 1 IIIII Hill IIIIII IIIII 11 Will Hill HIM I I I I I I I I 1 1141;[T-TfFTFF • 111 ■■■ Illi�■■■G[i 111■■ ■i IIIIIC ■■ a 11111111■Ifs 111 IIIII 11111imimillilloillillimillimmiNg■I■ ■Ili 1111111b, ■■■IIII 1111F IMF ■IIII 111 [i 111�• IIIIIll C 11111111 ■I■ii ■■■ii Illlllllllii ■I■IIII■ IIIII■I■ 111■■ Illllllllllli IIII■IIIIIll 1111[i Ills ■■IIIIIli1■I■■ii[i 111■IIII ■s • it 111 DUD [TeTIFFSIFFFII I II II I II I I II I I II Cd l 11 1 I IIIII 11 (1: FFT []Td l l l l ll l l I ITT-] l ll l l l l ll l 111 l r am ® IT [' ❑ Ed ❑ k M =IC ®� [❑❑Cl l l l ll I II II II IIIII IIIII I l l l t l l ll l l II IIIII [� [� I IIIIII III III I II II II I I II 1 II II III tllrll III I I I IIII I IIIIIIII I I I I III: I I irl I III Ell C ITECity's Review: ❑ IFF C ITIFTT IFTFITf FFd ❑❑❑T ®®® Ed [S = 11111 III 111I I I I I 1 I I 1 II 1I t'd 11111 1 11111 1 x E]ETj ❑❑❑❑❑f 1 S=11IIIIIIIIIIIIIII I II IIIII IIIIIIIII(I:TTW, LI Milll111111 Hill 1 1111111111111111 Fill IIIIIIIII41EIE❑IIII u11111111111 11 1 FM Fdilll IIIIII 1111111 I I®®Hill IIIIIIIIIIIIIIIII lilt 1-1111111111 11111111111 IIIII [}1 IIIIII 1 111t11❑ hill Hill 1 u I I I I I t❑ I Hill I I I 1 l l u 1 Hill I 1 l l I U [F1-f FFF T❑FF-d 1 I 1 1 1 1 1 11 1 11111 1 111 1 11 1111 1 I 1 l l Id 1 1 1 1 1 II hill 111 Hill II 1 II 1 11 I�Q�[Ij'I hill III Fill 1 11 1 1 Hill I I I11I 1 hill I 1 11 1 1111 1 1111 11Id[inidI I I 111I 1 1 (:I I irLLLIJJ ■ ■■■■ ■I■IIIIIll c®❑®®❑❑®❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®❑S®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑®cEIS❑ ❑FFFIMA m❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIEO ® �u DdOd®®❑m®❑=®❑❑®[I®❑®®❑❑T❑®E]r[D❑m®❑o®❑❑-dD1®r❑®® n n III I IIIIII 111111111 I❑ mill IIIIIIIIIIi ■■IIII■ IIIIII 11111111 ■■I■IIIIIII ilmillillilinimmilimil Nomr,11111 i ■■IF i ■i ■IIIIIIIi IIIIII■Ili 111 ■11■IIIIIII ■Illli� i ■ i ■■I[� i ■ ■I■i ■11111111■ ■I■Illln ■Ili ■ ■■■ 1■ NINE ■■IIIIIII i ■ 111E 11111111111E i ■ i ■i ■N ME 111■ri ■■Ill Ills ■IIIIII■ ■■■ r❑❑111111 1 IIIIIII 111111 ■m n11mII ■I■n11■ ■■■� ■■ii■Illni ■ii■■ ■ ■■■■■ ■i ■1■■ir; mini; in ■■i, ■11n111 ■■■■ ■nlln ■ ■ i ■I■■ii■■ ■III■[II 1 Illli� [I ■■ ■inn ■nl■i ■■■ 11111111111:1 1111111111111111111111111 Ilii ■■ P ■ ■■■ nlnul■1I�■1■■ii■■ ■■ii■11nn ■■1■■ ■1■nlim =❑ Contractor's General Warranty and Guarantee ■ ill ■Ili Milli[ 111 i ■I■III111111 111■i i ■I■■IIIIII ■Ili ■IIIIII ■ ■■I■■ ■■ IIIIII ■IIIIII III■ ri■Illli IIIIII ■I■ ■i IIIII■i Illi (IIII ■■ii ■I■IIII IIIIIII i ■I■Illlllli� 111■i ■I■IIII■IIII ■ m ■■■ ■111ni mim i ■1■i ■■■� i m■■inr� ■Ii � r ■■ �• mill ■� 11111 i ■■i 111 111■i 11■■I■[f ■■ii ■Illli 111 ■■■I■■ii ■■IIII 11111 ■■■Illli 11111 i ■ ■■■■ ■IIII ■ Ilh Illri ■■IIII i ■ ■I■IIIIIII■ Ili ■ ■ ■■■ ■ ■ 11111 r1 III I 11111111111111t7 mill ■i ■ ■IIII ■i Illi� IIIIII Illi� i Illi ■ 111 ■■ii ■I■IIII ■ ■Ilia ■II■■ i � ■I■■I■I■I■ ■■ii IIIIII i � ■■■I■■■ ■■ii■IIII■ ■■I■■ ■I■IIIIIi ■Ili ■■ii■I■Ili ■i Ili ■IIII■IIII i � ■I■■■III ■■ii■IIIIIII ■■■■ ■I■IIIIIII mill mmH0m1ifflm Milli mill ■II■■ ■ ■■� ■IIIIII■Ili 111■I■■ Illlllli 111 ■i ■IIIIIII ■I■11111 = 1 11 1 1 111111 II 1 1 1 II 1 11 1 IIII 1 II II t1 1111111111 II I I II II 1 I I II 1111TF❑F1 1 II II 1 11111 1 1 II II 1 I C; ❑f❑❑1-1 111 1 1 II 1 II 1 1FT[it FFFFFf C® 111 ■IIIIIII i ■Ili IIII■■IIII IIIIII 11111111 mill ■■■Ii■■111■ IIII■� ■■■ 11111111 . 111 IIII■i ■ c®❑®®❑❑®❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑®caS❑ ❑FFFRA m❑ DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LED (mil ❑ �u DdlOd1ID®❑❑d®❑= ITT ❑❑®❑®❑®®❑❑T❑®[IrID❑m®❑❑-®❑❑d11:1®r❑ E= ❑ ❑ ❑L l®❑ 111 ■■■IIII i ■111■[I 11111111 ❑ EII❑[T�r FFTf FFFFT EEI Ed 1 11 11 1 IIIIII 11 tEdFT] I I 1 11 111111 11111 I III 1 [k❑❑ ❑N 7ITFIFFIt ETI ®�[��❑❑��[®I 11111111111 Illlllt®m®I III 1 Hill III III III II I I llt=lllllllI1HullItA®I IIII IIIll I It❑❑ [Km I lI I I I I I lI I I lI 11 1 1 1 111 11 1 11 I l 1 1 11 1 1 1 I 1 I 1 1 I 11 II 1 I 11 1 1 1 t❑[ ❑T1 I I I 1 111 11 I I 1 11 1 1 1 I 11 I d l-7-Tfl ❑j}'I I1111 1 11 II 11 1 1 tt[ Fd1 1111 1 111111111111 11111 11 111111111 1 1 1 11 1 11 1 1 eta I I II I II I 1 11 1111111 I11l1 11 EEI11 1111111 Hill Ir® 4 [D=FF[flFFT(7 ®I i i ii i 1 l l l l II I I I l l II l ll IIIHM I ll t[�LdEd1 1 11 11 IIII III I I ®I 11 111 1 1 1 I I I I I Itm 11 1 I 1 II 11 III 1 1 ■111: ■ 1111 ■I■ ❑❑CE�EEFTFTII I I I I I I IIIIIIII n[❑Eh II II IIIIII I111lttruI I IIII II II I ict= ❑ IdIT"I I II 11111 III II IIII I I CI III IIIIIIIIIIIIII11111111t®I 1 II IIIIIIIId l=1 IIII 111IIIIIIIlr=7AII'll I III IIIIIIII I II111d1llIII1111111IIIIlllErtlllllllI III IIIIIIIIIIIIt❑ IIIIII II I Illu IIIIIIIII1 II111J7 111t I I I I I III1111111111111 Its❑Ed1111 1I'lll la:ITItIlITITfIIIIIIIIIIIII lllllllut® III m I III I III IIIII 111 1111 I it III ® 1111111 II 1 11 11 11 1 E}❑ Hill 1111111 1111 1 "E$❑ = C®❑ _❑ 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 ®mil E IIIIIIIIIIIIIIIIII �E111 111l l 111l l I dFm 1 1 ll l l I l l IIII ll l l l 111l11l11l 1 1 1 IIII ld m I III I III IIII III II 11 11 1 1111 Hill di IIIIII 1 II IIIII II II II III 11 11 tTLd= IIII I IIII IIII IIII I I I IIII III I EI I II II 1 11 11 11111 111111 111111 1 11 1 ❑l7CEF1-ffTT-Tl mi I I I I I l I IIII I II dlFTF17l III III I I I I ldjrTi [-ITETdEnt ❑ I I I I II III I I I I I1111IIII I I I I I I I I I I I I II III I II I I ICI: ®®1 111 'IIIIII II d=1 IIII III 11111111r=[TT-d.l III I IIII IIIIIIII I III II dl ll IIIIIIIIIII IIIIIkl1❑❑Ed[FFf1 I IIIIII' 1 11 I'll Ej7[Tl-tI1111111111111(;®IIIIIIII I I I IIII IIIIII11 I1II1I I I III 1111111111111E17 LILLP IIIIIIIIIIII 11111 ❑ tMEl Ed 1111 IIIIII Il(I JTTr7-rFk 11111111111 1 1111111 t1 III III 1111 I I IIII III II 1 1 III 111 I IIIIIIII I I 111r11 I�t1 1111I I1I 11 1 111 11111t1 1I11 111111 1 11 1 EEdCi❑ FTMC FF1-f7W ❑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 ❑ ®❑ Delegation of Professional Design Services ❑❑C[F1-i1FFFFtE❑IIIIIIII I IIIIII it Ed -TTd=I I IIII IIIIIII I IIIIQI II IIIII I Alit' III II IIII' IIIIIIIIIIIII I I l llllt®❑❑ III 111111111111111111It®Ed, I I I IIII II(:ITT� 111111 11 1111111 11 1 1[17[T FfI I I III IIII 1111 II 1 1 ❑Q'®®®Ed®T®TIFFIT I-L11t1 1 11 1 1 1 11111111111111111 II llllt®IIII III I I IIII ® F"® III1 I I IIII 1 II 1111111 11 1 II 1 I II III I I t1 aETFd1f ❑®[TFIF-Fk1 111II1111111 1 Illdjl 111111 11lit I 11t11IIIu11I I1I11 IIII I I I Id, "'''III Itl'uIIIIIIIII I II11tFITTIA.1 I111 1111IImII'= ❑® I IIIIII I I11111111I1111111EdFFX FFT�FrmtIIII IIIIII ll(I;mil �[�] ❑IIII IIII 111 II111111111111111111tHTEII I III I11Id1d E1 1111111111 IIIIIIII1111illltI I IIIIIIII11111111111Ia;®--TTT[-�® 1 I 1 111111111 11 1111111 11111111111tL11LLtllIIIIIIIII lllllll l IIIIII I111 IIllt[FTd[d [IDil l iIIIIII II ll I11d[Tti lllIIllIIIII I Ill lillII I I llll I �[T[Td l II II II III III II 1 II I II III II 1 1 11 tl IIII 11 I I I IdlrLL I I I l l III III II IIIIII 1 11111111 1 1 11111111 I II III IIII l ll 1111I I I III III ll t1 I II IIII I II IIIIIIII III III II d EI S=❑mEdllll Illll I II llltl IIIIIIIIIIII I IIIN= I III IIIII II I111 E-'[rQE}7lJT[1MJd11 I I III I I l l ltl 1 11 II II III 1 1 11111111111t❑ E 1 I I I tl IIIIIIIIIIII III I lit 1 111 I II IIIIIIII III III I Irl I ll II I ll I l l ll 1 t[� [� = MId TFAT MFTT c®❑®®❑❑EU ❑❑❑❑❑ ❑ SET] ❑❑❑❑❑r®❑U❑❑❑®®oS®❑❑❑❑om❑®❑ ❑❑❑❑❑®❑FDCLS❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F OOCdLED ® MCI III I I IIII III III III III II I III 11 ll ld ❑QIF-t 1 II I' 1 111 1 1 1 11111 11 1' d' III I III IIIII 11 1 II t [TTTT" = 1 I I I II I I II I III II II IIIIIIII II II II t i-T-THT i Til III Hill I III III I I I II II t[TFFT-f l I 1 11111111 1 tM❑ 17�i III 1 1 1111 1 111 [ice I 1 11 11 11 1111 1 IIIII III III t[TdEd[C I I II I I II I II II I I II I II III IIII Id❑ [o1C ®� ®❑❑� ❑ ❑rrT�❑ri� [d [®I I I I IIII 11 l l l l tOEDIE 1 1 IHAATHIII ❑MIIE'l111 II 111111111111111111111tLJL-'I ll ILLI-L9MC®07M7[�IIIIIIIIII IIIII III'II1101 II''1111'111'111''1"1111, 1 '1111 d[dFFIFI-F dr EE®I I II II I I I I II II I IIIIIIII # FTFTM = ❑J1:k 1 1111 11 11 IIIII 11 III 11 1111 1 1l l l t FTFFT7i❑ FTTTTTF1 FTF7T-f ❑IK] [TFM [W[dFFUTT-11[ELYIIIIIIIII I IIIIIdlLLLLd11111111 11111 111111111111 1t'FF"I11111III II 1C:FFTfIJT1flFFMF1TFWFMTM r®EEEd111111111111111111111IIS=111111111111111111 III IIIIII IIIIIIII 1u1111111111111111 111111d[dLEHEEdrmTTTTM® [ TT[-ITF[[]--f TFTTTF� I I 1 11 111111111 la -T Fi 111-i 111 111111 h [C [M ®❑ Right to Audit.• ■ 111■■■I[I IIIIIII■Ili Illlllllllli � ■I■ ❑®❑[IETEETEME 1 II IIIIIIII IIIIIII II(;IIIIII IIII IIIIIIII I IIIIIIIIIII I I II I Itil IIIIIII I I IIIIIII II I IIII11I I Ilt®® =7FflTA [f TTF7C I 1-f 1 11 111111 11 1 11111 11 1 1 11 11111 1 1111 d MTTIr1I I I I 111I 111 11111 1 1 1 f1TFTF1❑d I I I I I I I I 1 11 1 1 1111 1 1 d I tILL IM ❑ 11 1111 1 II 1 1111 1 1 1 1 Illd= 1 II 111111111 II 1 tMAJ®❑AMI 11111 1" IIII I Hill 111 I lidl u 1 u u 111111 1 1101 111111111 1 1 IIIIIIIIIIIIU;[F-FfFFFU,[F[�[ -rrftT 'I II II IIIIII IIIIIIII IIU;11111111111 IIIIIIII II 1 IIIII 1 II II IIIkiLt[FFFTT[TT-FliElI 1171-TIFFIFTMEFF11 IIIIIIIIIIIIII I II I II Il lltEx[T7TT�I IIIIII IIIIIIIIIIIIII IIIIII ttl IIII I IIIIIIII I IIIlt[TTfl.E Al 1 I I II II dTFT--J-M=[k IIII [EAd A11HUM JIMLIT I II IIII IF 1 11 1 I 1 1 I I Mil 1 111 11 11 I II 11 IIII 1 1111 t I I 1 I I II I I I I II I I 1 I I I i i I 1 I I II I I I1-t L-t I ILLII� ILmu I I II I 1 I I II I u l ll l l FflTFr,®FTTTT©I IIIIII I I I'"I'd, 1 II 1 1 II111 IIIIIII III IIIII III dEdTFFfl® C HC ❑-Ti17TFF' ET}' A E I II II 111111 1111 1 l l l d i 111 u 1 1111111111111111111 I I I I I tiff H1-jj J [T}' I I IIIIIIII I I I I I I II I I IIIIIIIIIII IIIIIII III I IIII I Illl 11 11 1 Itil 11ILTEMI u 1 1111111 111111111 lit :111111 uu 1 111111111 1 111111111111 1 11 1 1 IV Mull 1 u 1 lulif a 111111Hill I llt[T--FT-T1fl-TTlFFTT [LLLLLLndJTTFFHC[L❑r1 11111111 III 1111 1111111111111111d111�llIll Ilululllu I II II IJ ILLdllll I IIII III I fill I Idl]TI 111 Eiii iiII I II IIIIII I 11111(1= 1 I I IIIIIIII II I tF1flT1A1d11MdI I'll I IIIIII I I Iy;17TUT�7TTi'l1Ill1I I IIIIIII I Itl II I II II IIIIIII 1 111111 1 IIII I II II I III I I rll II IIIIIII II d ETt =t FM-F T MC I I II I I II II I II I II I II III I I II II III III II d [i-= 7T[TFf ❑[] qFFFTTT7h II IIIII II IIIIII I S QUIT I MIA II IIIIIIII II IIIIII II al HIM II IIII Il l l t [IId Ed CIR I I I I rHH1I d ❑[TT-T M ®Ek 111111 1 11 1 II I II 1 1 I I td 0' F" =1I E®[ODE][I] 1111111 1 11 1 I❑ ==E} I I IIIIIIII 111 IEI =E1Et M =❑[EDC =FFFM= S ❑❑❑❑❑:F ❑ 1 FF1 ❑r" 'I 1' II I I I I " 1' I id i I " 111' I I I will 'I 1' I "' 1' 11' I d Ed FF❑d TFT MliIII ■■■I■■ii■I■IIII IllliM1101110010MMENE ■■I■■ ■I■l11■Iii ■I■■■1111Gi ilim illlllllli ■■Illlllllii ■IIII ■i ■111[I ■■ii■I■IIII Illli � ■ Illllllii■IIIII■I[I i� Ili ■ [i 111 = Nondiscrimination ❑ JE❑[AS[®1 III I I I III 1 II tUUI EHUEEEFDTETMFrMFFEFFlr7TFT-� ❑1IT T1❑❑I-[I:k [][] 7" E®= 111 1 1111 I l liilITIMT r umd Qd I IIIII 111 II I II I 1 FT7TfIt [TF" [d 7FTFTf [M [TT7[d l-t I II IIIIIII 1 11 I II I I I I II I II II II I I II I I II 1 11 IIII I Fi-d [d I I I l 11111 1 II I I I [S [m ❑EON®EIMEEE❑rHEDI®EDd❑O❑Edl]t®❑r®❑d❑®®®❑❑®❑TM-FTTTI datu I II I IIIIII I III IIIIIIII IIIIII 11 I I II l tl ll l I IIIII IIII I lill IFMF[dESI IIIIII I II III I IIIII 111 I I IIIIII III lhtl 11 II IIIIII II IIt[❑E}I 111 IIIIII I 111 117 ETEFHTHFM 171117itle VI Civil Rights Act of 1964 as amended: [C❑❑I❑❑❑? III l l l ll ll I l I I FTITFM I I II I I I II l l hi[-T--[--T�[][] I II 1111111 1 11 1 ®FTFU l IIJ_J I III 11 1 1 11111111 1 1 111111 111111 t [®' [d [F. I I U I I III I I Iis FTT-FM 7TFT [X I U II I I II 1111 r 7TTTTFt [flTM rI 11 IIIIIIII lllu [}I IIIIII IIIIIIIIIIII I II c®❑®®❑❑®❑❑❑❑❑ ❑ SET] ❑❑❑❑❑r®❑r❑❑❑®®oS®❑❑❑❑om❑®❑ ❑❑❑❑❑FFEEO CS❑ ❑LILIALED[IDm❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED LE6❑ �u DdOd®®❑m®❑= ITT ❑❑®❑®❑®®❑❑T❑®[IID❑m®❑IFT®❑❑dEld®r❑®® ❑ ❑ ARTICLE 6 — OTHER WORK AT THE SITE 6 ® m Related Work at Site DEC® ❑ 11 EE[1'®FFIFFMIIII IIIII I1 IIIIt1 IIII IIIIIIIIIIIII1 11N==®I I I I I 11IIIIIIIIt®❑ CI I II I I II II I Iti7T[Tt 7F-Ff I❑ tI I I I I II I I I I tFdTI II II I III II I It i II II I III II I I t=iMI II III III II I I I I t[[I Ef ❑[fEl Id= I I I II II II II I I II I I m I III III I I I I II II III I II IIII tEE Eil I III I II II I IIIII I I I Teti III I III I II (I ; ® I II I I 111 IIIIII II I II IrI I II II I II I II 1 I IIIIII I I ® I I II II I I I II I I I 11 1 1 1111 I(I;FR�FIFF14-LIJ7MIIIIII I III I hill III I I I I I I I I I t®[j'[--TUd❑ ❑EC®ICIIIII I I"IIIIIIIillirdIII1II II IIIIIIIt ®I I IIIIIIIIIIIIIItIIIIIIIIIIIII 11 II1MY II 11111111 1 irl 1IIIIIIIII II 11 IIIIIIIIIIIIIII I mmUFM❑CAMCf1TTFIF 1ITt❑T❑17TTTl❑TTK❑❑[}m❑=TTITTI FI I I I I I IIIIIIII%❑FIFF-Fi-❑CTFFF1 I I I IIII I�t=1J®❑❑[d❑®[17FTTd.=['I u u I I I u I I a 11 1 1 1 1111111L11L1IE]= ®❑dI I IIIIII I I IIII d Funt I II III II I IIII I ®' I III I IIIII III II I IIII I II I Will I I IIIIIII t❑❑ Lt 11 [177-Ff dill, IIIIIIIIIII IIII Ek= EX®FFTUh1111I IIIIIYLI IIIUIUIIIII IIUIIII IIIIIIuuIIII IIIIIIIIIII IIIIII IIII IIIIIII 117I I IIIII 11111 I Id TT-fI I I I II 11 I I I IIIIIII I FIFFITi'❑ I I III IIIIIIII II II 1 It m TTH M FFIF-f fTTI❑ TTFi-® I I II I I I I II I I I I I I I I I t [E1 a I=C ®FFFTkI I I II 11 I II U I I IIIIIII d 11' F-FF[T-f [71=I I I I II II I I IIIII II I I I IIIIIII I I I I[}❑rl-T-Fi ❑ ❑ [}7MII'FFAEd®FM ❑1- Ell� C®FFTT=I I IIII IIIIII: =I:'=I III IIII 1 IIII If IIIIIII IIIII I I II 11 IIIIIIIll 111111111l7IIII 1 11111111t=� ❑[1'=I IIIu1I I IIIIII IIIIII IIIIej® 11111111111■I■i ■■i iiilmmiw slosioll Ills onin 111■111 ■■ii■I■Ills IIII■■ i on ■I■■II� II i ■■ ■i Ili ■ Ii ■IIIII; if 111111111111 Illllllllli 1[I ■■ii■I■Ili 111 i ■IIIIII Ili ■■ ■IIIII■ ■■i a F III i ■IIIII■Illii ■I� i IIIIIII IIIII■Ili ■■i ii ■■ii■IIIII IIIIIII i ■1[I ■■P■IIIIII IIIII Illlllli ■I■i ■i ■■i ■Ili ■ Illlllli ■IIIIII■11111111[I MONOMER IIIIIII i 111111111■lei i ■Ili more 1 IIIII ARTICLE 7 — CITY'S RESPONSIBILITIES 7 ® m Inspections, Tests, and Approvals C F TT-❑rf I I II I I I IIII I I II II II I I I I I T IFIFFR II II III I IIIII I III t I I I I I I I III I I I 1 IIIII I I I I I II I II I I I II I I I I d FTFFi- I I I II I I II I II I II I I II 1 I II I I I t T T TT MFi- ❑[i ®= 7 D m Limitations on City s Responsibilities ■ 111■■■1[I ■11111111.4i ii■■IIIIII 111■IIII (IIIIIII■iIIIIII i 111 ■■ii ■I■IIII IIIIIII ■■I■■IIIII Ili ■■I r i i Ili ■i ■■ ■IIIIII■ri ■I■Illlllli ■Illlllli Illli ■IIIIII:1 ■■ii■■IIII 11111111■■ ■11111111111111■I■ III ■Ii ■ i ■Ili IIIII■I■ ■ ■■ii■I■IIII Illlllllll-- ■I------li Ili ■ IIII■111 i ■■■I■III ■■ii■I■IIII ■■I■■ ■I■IIIIIII ■ III 11111111 ■■ii■I■Ili ■li C®❑®®❑❑® ❑❑❑❑❑ ❑ SET] ❑❑❑❑❑r®❑U❑❑❑®®oS®❑❑❑❑om❑®❑ ❑❑❑❑❑®❑[DCCS❑ C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0 00[gLED ®❑ �u DdlOd®®❑m®❑=®❑❑®❑®❑®®❑❑T❑®AID❑m®❑❑®❑❑d11:1®r❑ E= ❑ ❑ ❑=®❑ 7 D m Compliance with Safety Program =is ' IIIIIIICI ii ■i ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8 m m City's Project Representative 1111111Illllllli ■■ri ■IIII■■IIi In i ■IIII ■111■IIIIIIIli Ilfe IIIII■■CI ■11111111■ 1111111111�1 IIIIIIIIIIi ■i i ■■ lllllllli ■■ii■Illllll ■■■■ ■■11111111 ■ 111 IIIIIIIIIIIi ■11111111111 Ili ■i III1IIILM=I ■■IIIIII diLL1111ILLLUJI:klllllllllllllllillillillillilI ■ [i ■I■ ■lii ■ 111■I■ ■III III■I■ ■- 111■ili ■111 ■■ri ■I■Illi ■ ■ i ■111 ■ ■IIRi ■ ■■■ IIIIII ■ dEdi:h I I I I i ii I I I i I I iiii ii iii i I d■■■IliIIIIIIIIIIIIIIIIIIIIIIIIIi ■IIII■IIII■ Ili d ■Illr ■ I I I I I I iiii I I ii i ii I ti I I i iiii III III I I ii ii I i ■lllllllli ■■I■[i ■I■■I■Ills I ■■ii■I■Illlll ■■I■■ ■■IIIIIII IIIIIIIIIIIi ■I■■ri [i 11111111 ■■IIIII■If;,IIIIIIIIIIII III 1 11 11 111111 1111 1 1 It7777777777171 17 1 i ■11:1 IIIIIIIIIIIi ■IIII■IIIIII HTI 11111 1111111111 11111 ITMTT ■ 11111MT ICI ri■1111G1 IIIII■ i M Ili ■■Ci FTFW,Illlllllllli FTTFf1d11:ki I I ii I iiii ii I I IH 1 11 1 11 111111 111111111 111111 1 1 ■1111116i III i ■■ F177M7TTrK1 111■I■i ■■ii ■I■IIIII ■■I■■ ■I■11111111 ■ 111 111111111■i ■111■IIII■ Ili ■■Ills llllllllli� ■■ii■I■IIIII ■■I■■ ■I■11111111 8 D m Authorized Variations in Work IIONNIIE mill.■IIIII ■i 01101011011 llilimill MM111M111ff IIII■IIII Illi Ills If million IIIII■ri mini; ■I■ 111■Ill ■■rim'■IIIIII NINE ■I■111I ■IIII■CI a 111■IIII ■■ir■I■IIIII llliIili Mill I[I ■■ri■IIII ■ 111 of milillooloolillillillI III life ml■Imh I ■■ii■I■Illlll ■■I■■ ■nI1111ri III[i 111 i 1I11i� 111 Illllllll■I■ ■nfe nlnn nni� ■■ir ■Illni nn ■i ■ nn■Im i nr ■■ ■nllnm 8 10 m Rejecting Defective Work 11111111 � i ■111 ■IIII■[I Illlllllllli ■111■IIIIII Ili � i ■■ ■IIIIIIDi ■i M111MMM1IF■inisilloillogumoril ■Illll■ ■■I■■ ■I■llllii ■1MINE IIIIIII i ■Illfe n ■111111[i Ili life IIIIlI11Di oloomilloff■■i; ■I■IIIII■ ■■I■■ ■■IIIIIIE IIIII■I■ ■ i ■IIIIIIIII ■■Ci [i 11111111 ■■IIII Ili i Milan Illli ■ ■■■ ■Illlllh 111 c®❑®®❑❑EU ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑FTICCS❑ DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED M8❑ �u DdOd®®❑m®❑= ITT ❑❑®❑®❑®®❑❑T❑®[IID❑m®❑❑®❑❑dEld®r❑®® ❑ ❑ ❑�®❑ 8 D4 ❑ Determinations for Work Performed ■■i, ■Iilli 11111 ■IIIP ■ ■ ■■li ■i ■ II!i 111 1//1111111 ■ill■nl ■ ■li IIIIIIII ■■111■ Ili IIIIIII ■■ii■I■Ills IIIII■Ills ■IIIIII Ills ■ri ■IIIP ■ ■IIIIII Blow ■I■ or i BRIEF ■III■■ ■ ■lii I IIIllillllli IIIIIIII■[i ■s IIIIIIN ■IIII■ 111 i ■Illliili ■nllr ■111111111 ARTICLE 9 — CHANGES IN THE WORK 9 D = Authorized Changes in the Work 17][7171 IIIIII 1 IIIIIIII 1 IIIr11 IIIIIII I IIIII II(I:[ F--i-f MillIII IIIIII I IIIIII IIIIIII II 11 I I IIIItI 1 11111 1111111 1 1IIIIIIIEHA❑ [gym ®I II IIII I IIII I [FEkdJm®FT-F LkI IIII I I I I 1 I 1111111 II 1 I II 1 11 1 11 11 AILILL [17E[C®FTTFi 11 LLI Lk ❑❑ IITITITT LI [J' m❑TT❑1Td ❑❑ ❑ um=n ' ❑it ❑ Ld ❑❑ d J 11=11 II 1 1111111 11 1 11 II 1 [.IIIIIIII I II IIIIIIIIII II(I;[ 1-f I I IIIIIIIII II I III IIIII IIIIIIII11t[IIIIIIIIIIIII II IIIIIIIII IIIIIIIIli'FFTii.Ed®®= E'm 1 11 1 111111111 11111 ❑❑ a IiI I II I II I I 1111111 IU;1 1 1 1 1 1111rdlill 11111 11 1 11 1 I I Illt1TFdFFIflTTtd[$[1 ❑ FT❑E} ❑❑ E71-J7 1 11 11 III I III 11 11 1 11 11 1 E} I-TT-THI I I I 1 11 1 1 1 1 1 II 11 1111 a ; -TT E❑ [EFt EC 1-f F TFT]r 1 I I II 111 1111 I I [17 =T IIIIHM IIIIII IIIIIIIIIl-HdHIrd[f'® I II 111I II IIIIII I diIIII IIIII 1IcU= 9 D m Notification to Surety IIIIIIIIII II IIt1 I IIIIIIII I IIII IIIII III III 1 0JI 11 I IIII IIIIII I IIIII III III III III IIIII II11IIti Hill a 1111111 1 111 1 1 1 111111111111111111 Hill I I I 1 11 1 1 1111111111 1 1 111111111111 11111 1 1 1 IIIIIIII 1111111111111 II(1;®1 II 111111111111 Illltlllll IIIIII 111111 IIIIIIIIIIE[Ud❑ ®C®=E]r®E17❑C®®❑EE FM= m❑ FT -I= ❑==C®7TT® rl III I I I IIIIIIIIIIIIIIlul11 1 IIIII II 1 1 11111111111 II 111I1I11 1 1111111 1 11111111 1 d=1111TTITI I I I IIIII1 11(1:®FFF14'aujjI IIIIIII 11111111 1 1 I IIIIIII 11111111111 1 IIIII 1 1 IIIII III I I IIIII ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME m D m Change of Contract Price ❑=❑=FFIT [®I I III IIIIIII IIIIII 1 1 1 Id JIIIIIIIII IIIIII IU:I I I I I III Ird[i'II III I II1I11I1ITTF(P,= ❑hIIIIIIIII IIIIIII III m D m Change of Contract Time ❑ EI]❑ [TWI FFFI E❑ = 1 II 1 I 1 1 1 1 I 1 I I 1 Hill 1 II 1 I d ITITTIFTMIF-t l 11111111 1 IIIIIII 1 c I; I I I I I u l l l rd [f F1t T i IIII u 1 11111 1 EITTURM ❑iIIIIIIIIII IIIIIII III ❑=MEFTT[IITEEld 7TTA.XI11111IIII I II111111 111111 111111 1I111111a;EFI-id7TFF�[E IIIII I III II IIIIIII IIIIIII I III IIII III III II IIIIII III I❑ d ETE l II 11 II I II II I I I tl 1 11 1 IIII IIIII 1 1 II 1 In I Ed l l ll l l l l ll l ll I II I ll I II I I I tl ET7-f l I II II I I I I II I I I III II t =i I II IIIIIII II 1 111111 a 1111 t 1 I I I IIIIIII ti ❑ [TFTT-t❑ tI I I1II 1111111 1 1111111111 el 11 IIIIIIII 11 1 tEZkM[751 Ed®I III IIIIIIIII I 1111 I 111111111111 1 IIIIIIII d= C [FF�[ffi' IIIIIIIII I I 1 11 111111 11111 1111 1111 1 I I I I I I I t [TT Hill IIIIIIIIII HAM M c®❑®®❑❑EU ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®❑S®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑IT❑CCS❑ ❑FFFIRA m❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 [g LED LE9 ❑ �u Dd1-d®®❑m®❑=®❑❑®❑®❑®®❑❑T❑®[IID❑m®❑❑®❑❑dEld®r❑®® ❑ ❑ ARTICLE 11- TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ®m Notice of Defects i ■■■111■ ■111■i � ■■ii■I■Ills 111 ■ i ■111 ■I■111■lilt ■IIII■Ills IIIIII ■I■III[i Ills IIIlllli ■■■ [i FRO=Access to Work n��nlllh ■I■■lip ■IIII IIIIIIIIIIIIi� 111■■i ■■ 111111I11i IICi ■111111111 IIIIIII i ■■I■llil ■IIIIIIIONIF ■■ir■I■Ini nll■■nlli ■■■ ■n■■■ Ilr ■■if 111lM HIM 11111111 ■■ii■I■IIII ■■I[i ■ ■Illllli� lli ■i ■I■ ■I■IIII■■ ■111111li in ® m Tests and Inspections ■ nl ■■s;■I■Ini n1■Ilnll nr� ■ ■Ilni ■Inll� ■I■■i;r IIIIIIIIIIII11 11IIII■i ■IIIIIII ■I■■ir [i ■ nnllnllm ❑ ®OX IFFT 7C7 EEk LLIJ I I I I I I II I II I I 1 11111 111111 I IIII I IIIIIIIIII d I I I I 111 I I I I I I II I r Ed I I I I I I I I I III I [JEII1TFf EIT' E❑LE[i-1 II I I I I I I I I I I I I I II I I I I I 11 III II I i d ETT [FTd ❑i1 ®7T-F� I I I I I I II IIIIII II I I I I I 11 11 lillLI illJ rl I II I I 1 11111111111111 ILLY❑EiTl 11 I IIII I I❑ HEII 111111111111 I IEFT-FTdI II III IIIII II I II IIIIII I "IIIIII Iiiiiii i 1 III IJ11111 Lr[] []--T--fi I I IIIIIIIII i 11 I II IIIIIII I i 1llilliilli II II I l i II IIIIIII I IIilitLJL I II II it I LJLILt iiiiII IIIII lit ®[dElu-iiiiiiiI1111 I11I111111 Ill l IIII II111IIIIIII I Ia❑❑[F� 111111I IIIIII llll=❑=flE1 11111II11111111IIIIIII IUFFMTM❑== S®LCLLdiliillii illlt[--L[-tL11 1 11 Ilia Ill ILLI111 IIIIIIIIII I IIII❑❑❑[ILI IIII II1 111111111 11111111 Hill IIIII I IIIIIII Hill I[jlIMEE:iTTfliililllll IE❑TFffEZC" ClHC❑-Ti17T-F iilii i IIIIIIii Ilti III I i i llillilliilit❑iTi i1 I Ii1I IiiIdiliI I1111111111 11111 dIllll l 11111111 11111111111111 111111111111111 I 1111111111 1 1 U1111111111 1 l lull 11 1 II Mull 1 Ill1111111 ulllllttl 111111111111111Ill t'Edl=k[C1 IIIIII I'll''' II II II I'll 1 11 III I IIII IEMi 11 III IIII 11 a 111111111 u1I1I 11KIKEd11I1i1I1i i11i1 [177fl-T'll'I u u u Hill I u u11111111[111i®M1 a ullI I lillit�® [� uldEM a EI1�7TTi- 1 11 1 11 11 1 11111 tLL1J1J111 ❑Fill HillI II I I i IIIII 11 11 1 Ek[m �jl 1 u 111111 111 II IIIIIII 1 111111111 ullllirl 111u111'll'lllllltI I I IIIIIIIIII I IIIIIII I II II i ti-IrIl Ed I I I Hill Mull I IIIII I #'ETTd= C [TFFM ❑❑c [1�1 11 1 1 11 i IIt1 IIII I ill IIII II III 1111 i1 111161111A1 11 I"IIII IIIIIII 1 I1111 I tEMI IIII a u1u11 I 1 11 1 1 I ll I II I I [-1YTTL1 I1111 1 1IIIII ii 1 II IIIIIII I IIIlti liltII111111lill11 11 111111111 1 11Ilillitl1111 11ll ItiIIII I IIIIIII IIii 1 [17 [-TIl'❑[T[-FdI i1II (IIIIIII II I I I C® ■111 M— S 7TTd c®❑®®❑❑EU ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑[0CCS❑ ❑FFFMA m❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00[gLED alo❑ �DDd O d ® ®❑❑d ®❑= TT 1111111111117111 11FM77 OOT IIFFFM [Ir ID ❑mD❑❑-®❑ ❑ d Eld®r❑D® ❑ ❑ ❑�®❑ [� ❑ I 1 1 1 I III 11 1 1 E lL[k 1 111111111111 1 tl d 1 11 1111111 111 1 III =1 1111 I II I II I II 111 11 1 lct [d ®I II IIIIII IIIII IIIII 1 1 I ❑[II] = C ❑❑ 417 TITS ®❑ C [T7 ❑ ® ❑Ii' ❑ WI ETU IIII IIIII II 7f [i r EM7 ❑1 II 1 IIII 1 t�®�® 4111 MC[TTti[ FIEF- ' 1 IIII 111111111111 1 11 1 II 1 IIII 1 11 11 11 IIIIIII 1 1 11 11 11 1 I III ; I 1111 11 111111111 I I I I I II I II II 111111II I I I I II I II 1t I I I IIIII I I III I III II 1 I 1 II 1 I1 II I I I 1 All 111 IIIIII 111111111 IIII ®❑Ed ❑ ❑®1 IIIIII 11 I III 1 [17[TIf-flt [71 111 1111 IIII t1 IIIIIIII 11111111111IIII I II III IIIIIII 1 11 11 Id IlE FFAI 1111111111 I 1 t[-dl C®7TFFi®IIIIII 1 11111 IrI1111111 111II 1 1 11 tT1 11 1 11 1111111c1;TfTW,®I IIII I IIIIIIIIIIIIh11 II I I II IIIlet FTTTCIIIII IIIII I I I I I t❑ 11' F71' I I IIIIIII III ®4 ❑ Uncovering Work ❑ LI II III I II I III I [iI I I I I III I II I ItLd®[� l I I I I I I I I I II(I; [I�[I [I [� Hill III 111111111111 1 1 IMI IIIIIII I IIIII IIIII lic "I I I I I� I III ❑ 1111111111 1 11 11 1 1 11 1 1 t❑d=KCI IIIII IIII II I I IIt1 1 IIIIII I II 1 d[$I-Ffl-TW.1-TTFC1TTflFFFFT= 11111111111111 ® m City May Stop the Work ® I ll_II_I_I1c11 11111 IIIII 1 II I I It[C®I I I III III IIIIII I I I Iii I I I I I I I III I IIIII III I III I I11III I I II II IdLLu Lt TiETt I I III I I11I II I I III I I I® FTFM [17 IIIIIIIIIIIIIIIIIIIIItEIKI® al 11111111111 1 111111111 a 111111111uu111111 1 117TFM.= 117=111111111111 11IrEl= FTFTCFFI-f = mod[-t[CFFI-f®1 IIII I IIIII I I I IIII 1111 1 EfFT7-i'I 111 1 1 11 1 t111111 111111 t1 1 1 III III 1 11111111 IIII 11111 11 1 11 1111117 d Et i l l I II IIII III 11 I I I II I II I 1 ITFFFM EELf IIII 11111 1 1 K1;1 1111 1 1111 1 111111 1 IIIIII II 11 1 Ei l I IIII I IIIIIII I III I �I IIII II IIIIIII II I 1 m1 111 11 1 1 11111 1 11 1 t111111 11111 11 11 1 t1 IIIIII II IIII I IIIItII IIIIIIII 1 11(I_;l I iti 11 Jill 5I I IIIII I I II I II I tMMHill 111111111111t Ea= 11111 1 11 1lit'� I I IIIII IIIII Hill I I[-T ®6 ❑ Correction or Removal of Defective Work ❑IT13711 IIIIIIIIIIIIIItRl 11 II IIIIIIIIIIIIIIIrIIIIIIII 1111 111111 IIIc1; JJrI1t111111 IIIIIIIIIItrI II 1I�IIIL III1 111111 1111111 11111 Ef 1 11 1 II 11111111 1 11111II 11 11 1 11111 1111IIII 11 1 d E[tI 11 I IIIII II II tIMEdIIIII III 11IIIIIIIlet 1❑[ =FFMAMIIuuIII11III II111 [17 ®FFTn7d FTFW,®CIDI I III III IIIIMEL Hill IIIIIII d1i I Hill 111 1111111111I= Eil IIIIII IIIIIIIIIIIII HIM I111 I'll'' I111 C®FIFTI1111 1 111111111 II 1111111111111111111 IIIIIIII 1 1111111111adI1111111 1 1111111111 IIIIIII IIIIIIII 111111111111 dFdET] I I I II IIIIIIII I IIIIdI II I I II I I IIII I I II I ®MIIII, 111II11II1I111 IIIIII tl[®1 I I1111I11111 11111 It®I 11 IIIIIII 1111IIIu1111u1tl I I 1 IIIIII etit I I1111111111 1 111111111 d FM-M[dEIIDEd711-17TF�I II II I II I I11I I I IIII 111IIIIIultI IIIIII I I II I I I II I IIIItIt11 II IIII IIII I I IIII I IIii III I IIII try j[f[T] I I I III IIIIIIII II I IIJI I I I 1 11 1 111 1 I I IIII II I I [Md1 III11 II IIIIIIII II I III IIIII I IIt®[ Ek[TI I I I111 1 1111 1 a 1 11 1 IIII 1111 t® ❑EFTF} ET F]-f ❑f 1L❑❑Irtf [I] I I 1 111111 1111 1 1 m 1 1 11 1 111 111 1 1 II 1 1171 1 1111 1 11111111 1 1 11 II 11 1 1 11111111 1 111111 1 1 II 111 11I 1 1 II 11 1 1111 11 1 II 1 1 ❑ Ek= ❑ ®❑ ITUTIT17f DELI I (U 1 II 11 I1 II 1111 1 111 1 Ef [mod 11 ❑ I IIII I IIIIIIIIIIIII II--f[Th 11 1 111 1 1 n6 ❑[ IT11} ❑Ek i II 1 III 1 107 T] C ®7TIFT IIII I IIIIIIIIIII I IIIII IIII IIIIIII IIIIII 111111 I FTTd.7TM [Et ❑®®[C 1 1 u 1 1 IIIIIIII I I IIIIIIIII AT 111 1 11 1 1111 d E1 [ID I I I IIII III I I II III II I IIIII IIIII Ia FM [} EZ❑ ®7 ❑ Correction Period ■ IN liiiiiiiiiiiiiiiiiiiiimillillillinFloillilliiirilI ■I■■ ■■I■i ■IIIP111[i ■■■■111■I■IIP ■ �I�■111■I■■ ■i ■■IIII■li ■■■ii[i ■■■■111■■ ■■ir■■IIII C®❑D®❑❑D ❑❑❑❑❑ ❑ S1111❑11111111011171r❑❑1111TI®❑S®1111❑❑om❑11i]11 ❑❑❑❑❑MEFT]CCS❑ ❑FFMFd m❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIE0 ® ❑■ ■ ■■■■ i �� 11111111111■lii ■I■■lii ■I■ � Ili ■ i ■IIIIIII■ ri [ ■■ri Illlllli ■I■i ■ Illlllri ■I■■■I■ ■■ IIIIIIri oln ■I■■1111■ ■Illlllr� Illllllli Ili 111 � illllmli■�I ■■ii■milli ■■ ■IIIIIIIIII IIIII■■111 --------------- ■I■■Ilm n■[� ninmlm ■m ■■■Irnlll■I■r ni nl ■Imlllllli m mill Ili i ■Ills ■ mill 111111111■ICi i ■IIIIImlllr� III■[I IIIIIIii ■I■ i ■■ IIIII■Ili � ii ■ 11111111 i 111 ■Illllllli milli lllllli Illllr; Ili Ili ■IIIh ■ii ■■ 111 ■ Ill Illlll � ■■ii ■I■Ills ri ■■ ■Illlll ■ mllllll[I IIIIIIIIIIII r IIIIIIIII■■ on i OF ■I1i ■1111■ill ■■ri 111■Ili [i ■■ ■■■1l[I 11111111 010111010011111101 ■ i ■IIIII ■Imllri Ili ii ■I■■liiri Ili III ■IIIIImlllri III i ■ii ■■ ■■[i IIIII i1 ■I■lllml[i IIIII IIIIIIIIIIIIII milli ■■ Illlri ■■Ili IIIII i � ■■lilt Ili � Ills ■■lilt r� IIIII■IIIII i ri ■I■■ii lli IIIII■I■ii ■■ Illlri ■I■■iilli ■I■1111■III■ ■I■111111111 i mllllll 111■[I ■■ii■Imlli 111 III ■ OF ■Ci imiliniiiiimlim i ■Illlllrroi ■I■ III i ■ii moloillilillooliliff mill ■■ milloolmilloolmimmillff ■IIIIrh Ili ■ on ■■[i Irlll� ii ■■llll■I[i Illr� i llllllllllllr Ili 1111111■Illllir lriIlls ■■r� i 111 HIM ■III■Imlll i mill ■I■111■lii ■I■■ii [i [i Illli 1111■Ilri IIh Illllllli ■ r nh nl ■■ri ■mil r� ■■■■■ r ■mr� ■ ■MINNOW i ■� ■■ii ■I■Illi F ■ IIIIIIIIII i Ili Ili ■IIIIIIIIh � 111 r OF Ili r n Illli Illlll ■IIIII 7f7r777777 ®8 ❑ City May Correct Defective Work ■ 111111111 ■■ii■llli m11111ii1illill li111111mI1ii ■Illlllli III 1111111m1l1m111111m1lr, on [I 111111111111111111111m oill�i ■ i milli Illllii■■ i ■IIIIIIio■■■iiii 11101I r ■■■IIIIII Illllllli Ili ■■■■ moll • Ill Ills 111111;1 ■■ii■Illlll Ili ■IIIII■111 i ■■■IIIII ■■ii■IIIIIII ■■■■ ■I■1111111 i 11111111 on ■Illlll ■Illlll Ili ■■ii ■Illlllll ■■I■■ ■I■IIIIIi:i IIIIIIII ■■111 ■Illlll 11.E ■I■IIIII ■■ii ■I■Ills Illlr� IIIII■111 Illlll ■Illlllli ii ■■ ii di lllllllllll l ll llll ■ Ill Ills ■Ili ■■Ili■■ Ilion ■I■iii ■Ire ■ ■■ ri IIIIIII or if ■ Ili■im OF IN NINE moll Ill Ili■ mil■IIIII i■■II [i ■ ■■■r� Ili■ ■ nin■ III■■■ Ili ■ ■I■ i� nllm nin■ ■ ■I■■ ■I■■nh ■I■ nor, ■I■Illi Ili ■■ Illllllllli 111i IIIi i ■Illlr� ■ ■■ii ■Illlll NllmiF ■nrl■Illi ■llllllri 11111i ■IIIlIlIIire IIIII■li Ili i ■IIIIIIIIIII nor mining mlil■■il ■Ism 111■li Ili i ■Illllllli ii 1111111111■li�Illlllli Illli 111 milli■[I [I 111■IIIII ■111■Ilia ■I■ c®❑®®❑❑®❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®❑S®❑❑❑❑om❑ [III ❑ ❑❑❑❑❑®❑®caS❑ ❑FFFRA m❑ C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIE0 ® �u DdOd®®❑m®❑=®❑❑®❑®❑®®❑❑T❑®E]r[D❑m®❑o®❑❑-dD1®r❑®® ❑ ❑ LII I111111 IIIIIIIII I❑ Mk Ed❑®❑: (,7F1-Ji17TT❑®®❑C®C®CIm1 1 u II IIIIIIIII II IIIIII u 1 I IIIIIIIII 1 1 1 u Illllu IIIIIIII m 1 1111 1 11 1 1111111 III III IIII I II I tFfflTTi17T` I III III 1111 11 11 IIIIII I III I III III III III 1111 I II I(I l III I III III III tl III III a III I uttl I11JJIII EEd©m EdFT7TFflEt aEQ'® C [IF ❑ 1 111111 11 1 111111111111 Hill IIIIII I di lml II 1 1111111111 IIIdIIIl I I I III I I IIIuIuIIfTlfAI Hill 11 111111111 11111 I tl❑❑ T-tI 1 111111 111 I I I III IItIlml 11 Ilulu IIIIIIIIIIIIIIIf III I Mull tlDal 11111111111 1 II11111111 ttl iIII1111111 I t=k Ed®IIII IIIIIIIII I I III I III III I I III I I II tr [d [l' I l l l l I III III I I I it IIIIIIIIIIIIIII I t l II 111111 1 1 1111 1 I ti I I I I I I III III d Et m Chi mLLd Lt I- L]Lk � ®9®I IIIIIIII 1 II II I 1 tF-Tdi 1111 1 1111 111[I:7141FIFFIFT[I10XI 1 II 1 1 1111 IrdallIlI IIIIIIII III IIIIII II I rtl[E'1 1111111 111111 II 1 I 1 II 11 11 11 11 t [D' I I I I I I I I I I I I 11111 11111 111 [®' 1 II 11 1 1 11111111 II 11 1 II 11 1 A7 L u 11111 1 1111 1 11111111 1 II 1 IIII IIIII IIII I t[�'[�❑[�"I II II II IIIII IIIII II(I:®[�'[� ❑LIX®[[FIFFIiI IIIII 111111111 111111 1111111111 ILdI ll l II II IIIII 1 IIIII l ll l mmll 11(1:l 1 IIII I�ILJ l 11111 1 u 11 1111111111111 1 I[t1 IIIIII 1 lull IIIII 1 1 ❑ =kEl I I III 111 11111111 111 1 I:k III1 11111 111111111 11111 Hill II I tl IIIII III I A:1II I IIIII II d1fEID EdITTHTd[t[� ❑[tTfi 111111 1()9[71 ARTICLE 12 — COMPLETION ® m Contractor's Warranty of Title C®FIFFIFT[EIDTIII�i1111 11Hill uu111111111111111111111111111111uull117=[E' ijlIIIluluIItEdilllIII11II II I 111111 II II 1111 I I Ill t 7l[II[ 111111111 1 11 11 111111 1(1:1 1111 1 11 1 1 1111 II 1 If III I 1 11 1 1111 1 11 111111 1 (lFFIfT1 IFFI TIT IM I 1 1 II 1 11 II III II l Ill I d I II II I I I II III I II I [TjIITTId® IIII III II I II I I I® ®EDPartial Utilization ❑ =Dr ik LI I�1 111 1 111111I 1 a 11 1 IIIII 1 1 1111 1111 111 11 111 11 11 1 a HIC = I a I l I I ll u l l t• l l l l 11 u 1 1 1 1111 1 IIIII 1 1 11111 1 1 1111 11 1 111 1 11 11111 A -1 [ I-t l l l ll 1 111111 1 1111 1 [1=1 Hill 1 11 1 II 11 11 11 1 1 1111111111 1111111 11 1 1 II 1 111 1 HillIIII u (I : FTT� [ID []�] Cm"[ t7I II I II Ill III11111111111111 II II 1 II II 11 I r IIIIIIII I IIIII I IIIIII III I II I di 11 1 111 l IIII ll I tl IIII I IIIIII I II 11 I E}I 1 11111 11111 a 11 1 11 1 11 1 F"❑LLLC=QE}'❑F[A LlLLk ❑111111 11111111 II II11[®[.1j7 ❑=CFFT� FIFFIf= [It ]k111 11 1 II 111111111111 Iti❑❑ 7T] lJ11111111111 1111 E17EXI11111111111111 1 11111111 ❑1E] 1 11 1111 11111111U:ETTf 7TT�=rI1111111 111111 1 [I ❑ [XI III I I III I I I I I III I l t l I I III III I I I III I I I III I I I I I I t 1 III I I III III I I I I I[ k ❑1E] []IEEK ❑ I I I I I III I I I I I I 1rI[Id[7J-rkFTrT k fTTTTTFd I d I I I 1 11 1111111 1 1 111 II 1111 1111 1 11111 1 1111 1 11 11 1 11111 1 t( T(>fTl7❑ITT1 =C❑]][IFTIFiIIIIIIIIII 111111111❑1E]1 I III IIIIIIII(I: rllllull hull Il(l;1 I Itil 11 111 1 111111 a IIIII= ® [fm[TdFTT1'I I IIIIII II I II I tl[d =❑ IIIIIIIIIIII ti I I III I I I I I I II I IIII I I 1 11 1 1 11111 111 II 1111 1 1 11 II 1111 11 1 1 ll❑III ll� D= EI]-M ❑ C®FFFFt I I II I I I II I I I I I I I III I I I I I II I 1 1111111 1 1 1 11 1111 11111 1 t1111 1 11 1111 1 1 1 11717177d[Ut❑ I I I I I I I II III I III III I I I II I I II I ❑[I] 1 1 11 II I II I I I I I III I( EHd I III IIIII IIIIIIII l I ld [$ ® I 1 II 1 1 111 II 1 1 11111 [k I I I I I I I I 1 111111 1 1 111111 1 111111111 1 1111 1 11 111111111 (1 LIJLLLI ❑IIIIII IIII 1IIIIII 1(1:[]]f[jT`1-fFFITTrll11ll1l 1111111111 IIIII Ilrll II 11 II 1 1 IIIIII tLLLt'[III ■IIII■Iiillllllllll 11■IIIII 111111111 ® m Final Inspection ❑=11 rlllllllll 1 11 1 1111111 1 lit= 7071][FTIFf IIIII 111111111 11 11 11 IIrLJLL Eii I 11111111 11 1 11 1IIIIIIUI'll1II1111td11111111111 11 1 C®FFMT�� c®❑®®❑❑®❑❑❑❑❑ ❑ SET] ❑❑❑❑❑r®❑U❑❑❑®®oS®❑❑❑❑Om❑®❑ 71❑❑❑❑®❑0❑CLS❑ ❑®tm❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0017 LIE0 ® LL DdOd®®❑m®❑=®❑❑®[I®❑®®❑❑T❑®E]r[D❑m®❑o®❑❑-dD1®r❑®® ■m ■ nlnnmu � ■1■■Ilu noon nulln■I■r� ■n11n11n n1■�� ■■i;■■1ni nn IFTIMCIFTT7 I III II III I I I II III I (I'FTIF�771-� r11111111 1 11 1 111111111111 1 ti l li J1I I 11111111 11 11 11111 111111111111111 11 1 1 1111111 Ir1 I 1 11 11111111111 11111 ® Eki 111111111111 II I 1 01 11111 1111111 IIIU;®I I IIII I 11111111111 ❑ Ed I111I1111111111 IIII III I II 1111 EEI IIII II I IIIIti Ilillllll i I1 ilillillulii I Il IIII C17QIIt©ETICiII dill 1 1 1d1 111IIIIIIIII (IIII II1111 ®4❑Final Acceptance ❑FM❑I 1 1 11111 11 1111111111 IIII 1(I;FFTfIFFF[fIIIL;IiIIiiIiIIIIIIiIIiiiiiiiI iiiiii iiiiiiIIIIiI I iiiddiliillii I IIiiiii [-'L-[Id IIIIIIIIIII I I ❑IIII 11111111I II III 1111111 II(1;®I11111111111111 I IIIIII(I;®FffkIIII111111111 1111JII11 IJ 1 11111 1 1 11 1 11111 1 1 11111 1 1 111111 ullu 111111111111 111111 1 I I IIII IIII 111111111111 II III IIII ❑Ed I I IIIIIIIIII I II I IIIIIdEEIk1 I'll, I'll, IIU;[T-Tf 1 II I II I I'll, I IIIIIIIIIIlMd1 I'll, I'll, 11 1 I Idl it Ill III I I III II I li r L� d[j'❑J FTM IJ I I I I II II 11111 IIIIII IIIIII r1 11111111111111 1 IJ�LI1 1 11 1 11111 1 11 11111 IIIIII111111111111II111111111dTTTTi'[$®IT] TM11111II IIII111it"I1111111111 IIIit, ®[-]-T[-TfI II I 11111111 III1111tm I 1 1 11 1111111d�� 4[n] [TW1 1 111111111111111 11 1 I=1 IIIIIIIIIIII di 11111 1 1111111111111111 111111I Ii11 IIIIII II III IIIIt17111 ITIil IIIIIIII11111111111 IIIT CIIIIII IIIII IIIIIIIIIII®®IIIIIIII IIII IIIII III It=IIII1 I IIIIIIIIIAIIIIIIII I I 1 II I I I I I I I I I I I I I I I I I I (IIII Ek= ■111 ■IIIIII 1111111111 ■I■ ■I■■[I 1111111 11■111[i 111 ■III � ii ■■ii■I■Ili Ili IIII -7C®7-rrffTtI-TTd 1 II 1 1111 HillI IIIIIII1 I1111EE ITfT711111111111111ttl-TFfIUdI7I-fTC1--T-TF--TTTFM IFTFIFT Tfld['IJI 1111IIIIIIII1 IIII 6B1Hill 11 IIII 1 11 11 1 1 11 11 11111 1 11 11111 111111 11(I;11111111111 111111111 11 it 1111111 1 1111111 11(I;®[TF[t1111111111 1 1 11 1 1ti II IIIII 111111t❑ ®©®= 1 11 111111I1 IIIIII 1 IIU;®[ FM 1 11111 I I IIII 11 111111111 1111111111 I I I II I I I II I I I I t® ® ARTICLE 13 — SUSPENSION OF WORK ® m City May Suspend Work ❑®❑1111111I IIIIIIII7TA.DEIIIIIII I Will 11IIIIIIU;=I II111111111 lid [:'lllkIIIII I IIIIt111111 IIII It111IIIIII ill1r® I I IIIIII IIII IIC"I 1 irl I IJLt❑U[T] I I IIIIIIIIIIIII IrnI 11111111 IIII❑❑1FT1❑ [}1-M =Id11C TFf ITTi'❑ ®� ji I I1 I I IIII I IIQI 111111111 I Hill I dmEk ML$I I IIII I 11 III I IIII I I I1 I Hill I IIII I [k Ed El ❑ TIF TFFFC71-f TTT❑ FFTUM7[] ❑ITII-T❑ F Tl❑IC,TFF❑ FITT TU® EEI=Imo] ❑3'IIIIIIIIII IIIIIII IIIt1 III IIIIIIIIII ❑ FTS ❑7Td IIII (I FFI-f7T-F� 1 11 1 1 IIII 11111 III 11 II I I I I II 1 1 1 1 11 II 11 II I I I I 1 I t I l II I I IIIIIIIIIII II I I t LJ_I_I_II_I_I_I I II I II 11 I I II 11 III 1 I 111 1 11 1 1 d I I I I IIIII I IIIIIIt1LlIIIIII I IIIIIIII IIIIIII IIIIUItI II I I will 11 1111 11111111111 11a;1 I It I�tlM77T7dFMTTfflIl[D:d= 1711 IIII I I II I II I Hill IIIIII III II I I IIU; ®lITTi-mlic i I II I I I II 11 II I II I II I I II IIIIIIIII IIIIIIIIIIIIIII mill I I III 1 II I II 11 1 l u l l lit'�� c®❑®®❑❑®❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑ [III ❑ ❑❑❑❑[1®❑Fr]CLS❑ N C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 00 [g LED (mil ❑ �u DdOd®®❑❑d®❑=®❑❑®❑®❑®®❑❑T❑®[IID❑m®❑❑-®❑❑dEld®r❑ E= ❑ ❑ ❑LILLA I II I II I II I II IIIII I I I I I II I I I I I I I II it I II II II I I II IIIII II I t A ® EX ®7TFF� EIE] E][]--t 1 11 1 1 11 111111 11 1 11 11 I I I II 1 II I I 1 1 I I I 11(1 ; ®= LILW L WLPI I III III I I I111ri I I I I I I II I I I III11 I I I1 I I I III I II I I III 1 11 I II 111I 1 1 I I I I C®I IIIIIIIIIIIIII I I ICI I IIII I II I I Il lltl IIII IIII II Id E}EMFFi7TTTA1 1111111111111111 tA FFI-f7TFT [FTf [][EtI I I II I I II111 I I III I 111I II I I I 11111 IIIIIIII 11 I I I I I I II II I I 1 11111 1 IMLTTT}'®ITd 1 11111 11111 1 111111111 1 111 11 11 11 11 tFTU EIS' [Id [T] ET l IIII 1 II II 1 111 I FFMFFd III III III 1 1 111 I II I I II 1 111 II 1 t ETF� 11I 1 II 1 111 I 1 1 IIII 1 11 t l-FIF" [I] ❑ d®11k1 1111111 1111I111I1 111111L'ETTT-f1HkL1 Ldi III u1111 11111111ti I IdI I'll" 1111111 11IldrI IIIII I 1 111111 1 1 11111 I111ILfLLLflLd®[TFffl =EITE3'®TTFT®®1 11111 11 11 111111t= ARTICLE 14 — MISCELLANEOUS 14 m m Giving Notice ❑L111 I I IIIII II 11111111111 11C1,[-[T� 1 1111111111I111111111 1111INIrl11111111 1111 1 All 111111111111 ILLLLU EFTfl ET][] Ed I I I I I I I I I 111111 II 11 IIII II I t11111111 11 1 11 IIIIIIII 1 EF d Ed 1 11 1 1 11111 11111 1 II I I d w II 11 1 11 11 1 11 1 I I I II I II t 11 1 11 IIIII II 1 ETA EIS 1 Hill I I I II I t IE1= IIIIIIIIIIIII IIIII d Ed EEC ❑ FFd[d tFdM®'EFUdET] I (IIIII III I I IIII I III I t1 1 1 IldI I II II I I I I 111 I I I II II I I I I I II11 I 11111 I Eddrl I I'll''' I 1 11 IIIIIIIII III IIII till, IIIII' I111 I'll'" IIII I ■ III ■ ■■ ■11111111 �i ■IIIIIIIII Ills 111111 C ®❑ ® 1 11 1 I I II II II 1 11 1111111111 1111 1 11 1 11 1 1 11 1 1111111 1111 1 1 11 II 111 it 1 11 11 1 111111 1 11 1 11 111111 It I I I III III III I IIIIIIII IIdFM Fd1 I III I IIIII I II I I II 11111 1 1 IIII 111111n I II I II I I I I I I It11 II II 11111111 111111 Irll 1 II IIIIIIII IIII tTTM 14 m m Computation of Times ❑ I 1 11 IIIII 1 1111 tj[111I Ldi III I III III 11(1'®I I I IIII II I Id1 I I II I I I I I II IIIII I I II II I I I ["[� FFF".1 IIII 111III h1[TTTd7FTTM1 IIIII I will, (Aril 11111 IIIII, 1 1 1111 tEEd11II IIIIIIII I II11111 "lej1 1111111111 1 11111 1 II 1111 t1ld, I'll IIIIIIII 11111 1 S [ad IS ❑ -d [�J l II IIIIIIIIII I III I I Al Il h u l l 1111 1 11 111111 [17n]1TTT7 111 1 I I II l II I II I I I I III 1 11 11111 Il lull III I d1 11 11111111111 IIII'tT-fl® [4 m m Cumulative Remedies 11-TTNI I All 11 1 II d1 1 1 111111 1111111 1 11 1111 EMI I 111111 II 1111 (T❑mTCFEdI III11I I 1 11 1 1 d1111 1l1ll 1 II dEfET] Ed[TIT I I I IIIIIII l lull l t❑[T-flEtlllll lllll l Wilt 7ITFAdl llllll l IIIII IIII d[Qt1 I'll IIIIIII IIII Illlll I I lm"I111111ll I IIII® I IIII II I I I II I II I II I I 1 11 1 111111 1 1rl 111 1 111111 II t1 ti❑❑ MI III 11I I u 1 1111111 1 11 ll 1111 1 11 1 1 1 l ltI 11 11 I111 1 111111 1 1 1 Ti ❑7=d11 Ef 11 1 1 11111111 1 11111 1 I I I IET] EJa LLLJ I I 1 1 1111111 1 1 111 11 1 11111 1 1 IIIII 11 I I I_tr ®1 11 1 1111 I l I 1 t 1 111 1 11 1 11 1 t E[]}' 1 I I I I III I I I Ill I IIIII 1 1 11 1 C IFFIT IF ITT LTTTU Tl mmF� I I I 111111 1 1 1111 1 111111 1 111111 II t LLL r I I I I I I I 1 1 111111 1 11111 111111 1111 1 1111111 111111 11111111n 1 11 1 11 111 Id I I 111 I I Il I I l I I I I I I I I I IIIIIIIII II U; FT-Ff I I IIIIIIIIIIIIII 1 1 1 11 1111111 1 11 11 1111 1 111 1 11 1 l l 1 t [® 21 IIIIIIIII Will II I II I I I I tFTFFTTd 1 ET] Ed [� 1 11 I1111 IIIII 1 IIIII 1 1111111 c®❑®®❑❑EU ❑❑❑❑❑ ❑ S❑❑❑❑❑❑❑0®❑r❑❑❑®®oS®❑❑❑❑om❑ [III ❑ ❑❑❑❑[1®❑Fr]CCS❑ C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0 0017 LIE0 ® �u DdlOd®®❑m®❑=®❑❑®[I®❑®®❑❑T❑®E]r[D❑m®❑o®❑❑dl-d®r❑®® ❑ ❑ 1 II 1 1 IIIII I1111111 I❑ 14 m4 ❑ Survival of Obligations ■ Illlii ■li ■■ i [i ■Illllllii ■I■■i;[i 111■Illli ■■I■li � ■■■■■■ ■■i�■I■Im■ ■■■■ � n1■nr� ■n1■Im■I ■■ii■I■IIII■ ■■I■■ ■I■1111111■ 1111111i1i i ■■i ■ Ili ■ 111011111101111111100 ■■ii■■Illli Ills ■ ■■G■■Ills 111 L4 m m Headings ■ llli offn 111■il■i ■IIIIII■li 11[i ■�■oil ml ■I■i ■1■� ■■� nlln■■Ir�� c®❑®®❑❑®❑❑❑❑❑ ❑ S❑❑❑❑❑❑Or[FIF10;❑❑❑®®oS®❑❑❑❑OME] [III ❑ ❑❑❑❑❑®❑0❑CES0 ❑F❑ C DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 011100-1 DAP SUMMARY OF WORK Page 1 of 3 1 SECTION 01 11 00 2 SUMMARY OF WORK 3 PART1- GENERAL 4 1.1 SUMMARY 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL 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] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 012500-1 SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 4 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 012500-2 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 of proposed 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1� 012500-4 SUBSTITUTION PROCEDURES 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 as noted Firm Not recommended Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Recommended Received late CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 013119-1 PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures 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. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised August 17, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 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 In. 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. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised August 17, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] LI0 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised August 17, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- 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. 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. 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 SUBMITTALSANFORMATIONAL 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 32 33 - 2 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F SECTION 0133 00 S❑❑M®❑❑❑S❑ PART1- GENERAL 1.1 SUMMARY ❑❑ SI Ili""I IIIII I IIIN[Tri 0®0® SDOM®ODDS❑ 0❑ m G❑m®MAEUUInI7TTiiml I Illulllill Ill I I II IIII IIIII I Ili II I IIll II I III IIli IIIli II IlIll IIll II IFM ❑ 117Ild m Smarm= m [}❑dIIIIIIIIIIII 1lldF11-f--TSLLLLiLtdaLd��® m SmFFM d❑ Mom ■ ■ ■ ■■ 111111111�1 IIIII i IIII: Illi� i � f:. I■■■■1■■■I■ ■ ■ ■mm� � ■nn■nlr nllnllll■ nlln nn■ ■■ ■ nnn ■ � nl■m ■■■1� ■■ ■■nlla� ■■1� ■I■nlni ■ Ilni� �� ■■� ■■1� ■■I■ ■■■■�°l■■ii■IIIIIII■■■iii■■1■■111 1.2 PRICE AND PAYMENT PROCEDURES ■ ■ ■■'11i ■■ ■■Illllli� 111■■■ ■■■ m ❑ [}I IIIIIill, "11"IAE11lllllllllllllllllllll IIIIIIIIIII I I116[11[-HtI IIIIIIII'I Illltl111 I1'II'1'1 a ❑ I III11111 I I IIlllllull IIIIIIII I ILdEfti111111111111111 1❑ 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS ■ ■ ■i � 111■IIIII■ m ❑ 11111111 11 II11 IC rl l ll ll l 1 11111111111 11111111 1111 111111 1 1 1111111111111111 Ill 11 1 1c11 I 1 1111111 1 1 Ill 11111111 1 �m Ell I I I I I1ll I I ill I I I IU;mT� m Cm-dl1'I IIIIII I'll 'l = FU m []' E[Tt ❑TIT FF- FT-FFT[d ® mom 1 I II II 11 11 1 11111 1 1 1 1 1'1"' 111 I" 11 11111111111 ' 1111 1 1111 11141 1 1 1 1 Ill I m E[l -1 11 I Il i TY 11❑A H [:' Ell I ILI I l l l 1111111 1 1111111 111111 1111111 11111 r FIT 11111 11111111 1111111 ❑ FIFFFTITF-d I I I I I I I I I I I d 11d [} [:::S I 1 111111 1 1 111111 111111 IN I I I I I I I I I I 1 1111111 1 11 1 m CFF1-i❑T11trmrrI ill I I I III111111111 I I Will IIIIII IIIII IIIIIIIIIIIIIII IIIIIIIIIIIII will IdF"FIFF [A' 1 I 1 II 11 II 111 11 II II 11 1 111111111 Ill81 11 1 III 1 I I III 1 I I II I i I I aud M[M m ❑ ©❑d❑ m Cl-Lidllll hull illl®3�® m ❑� d❑ ❑[T� m ❑Lt-km� [ill ❑❑ m S[tI]HHtIllllI 1 1 11 1 11dlllu "Ill 1 'lull 1 m❑ 1 1111 IIIII 1 11111 ill IIIIIIIFTTIIIIIIIIill I Ill 1'[I"I I11 II 1 1 I II IIIII 111111 11U; m��FIM hmTF[ F111i.il�I I I II II I l I I I I I 111 I I I I I I I u I I u I Ill I III 11 ld I I I I I IIII IIII I I IIII [.I m C®0®❑®000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SOLILlODLIOLIT 00S000C0®DI; LIXILL C00®0®OCEMODOS❑ CPN 105038 ❑®1®® LL[IIO[IIIO= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0® SDOM®ODDS❑ 0❑ d❑ MI I I IIIII 111[I]I 111111111111111 Itd=d I III I I Ii I I IIII11 IIIIIII11 1 III IIII Id1 11111 IIII IIIIII IIII EtEms'Et1 IIIIIIIIIII I IIIIII I t I I I It I Illl#'❑ Im1m&11mmm1111111111111 ■■ ■i 111■ FU ❑ I I I I I III I I I I I II II II I I IIIII I I I dr LL1 ®I I I I I II I I I I I II II II 111 I I I N [IFFFf ®[HM r LEt 1 11 1 11111I I I I II IIII 1 dill I I ❑f ill IIIII I II I I I IIIIIIIIIIII IIIIIIIIIII I ❑ m ❑I 11 IIIII wIVIT601I1I1III1IIIIIIIl11I IIII I mill I illisi I I IIIIIIIII IIIIIII IS[I]❑t[I ELI ❑ 171 I II I I IIII 11 I I II I I d I I I I 1 II 11I I I I I I [I} I I I I II I I I I I I m®®91 I II I I I 111 11 1 I 1 I I II I II I II I I 111 1 I r i' [[� IIIIIIIIIIIIIIIIII it a [dr [❑] I I I I IIIII I I I[=d[=d[}IIII II I IIIII 11 II 111111 I3 I II I I II I I IIII 11❑ t Li m F-11 11 1111111 11 111111111111ITTIMIFTIFIMIrI'[-Ur[T]7777777 ❑ 71177d 7❑Cid® I IIII IIIII 11(l,'E4777777iiiiiiiiii iiiiiiiiiiiiiiiii'71177= E�IIIIIIIIIIIIII1 I I❑ tHEEldIIII IIIII IIIIII IIIIII IEL1 1 ■IIII [I 1 [I : 111 ■ m 0EA)[00I 11II1111111I11II1I INI I 111111 IIIIIt[C[LITTIT EI] 08 I I II I II I I I 1 I I I I I I I I I I I I I I I I II II I II I I I II 1 1 1111111111111 Ef [IDS I I I II I I I II 11 I I II I I IN FU I IIIIIIIIIIII I IIIII IIIII I I II I II 1 1 I d [r]FFFM I I I II IIII I I IIIIIIIIIIIII I I I I I t dry = ■ 001i ■I■IIII [1 i EI] ❑ EE1 [d ELUd ElIBELd ®1 III 11 II I I II I I Il l l dl l l l l I I II I I I I'll'' I III I I I I It1I I I I It[lam'E[[tT T ITFF ] I IIII IIIII 1I1l Id[T[if ❑ E®l I III 11111 1111 III I I11I I I [Tf1 T] LE ❑Md [H] EI] = m ❑Md MK® LE C I IIIIIIII IIII I I❑ i [mod [-w [-U [d = d❑ C❑IFF-rf Frw EI] [}I I Id1 11111 1 1 111111 1 Ir11r[I1 al]IdIFFM 1:Hdlll1 IIIII IuIT-Fe � ❑ ji I II II II l 111111 I Is I I I I II I II I I I II 1 di* [[mod [ITM m ❑ MC ®IFFIFFT HC m 7777777 [1 [I] S I IIIIIIIIIII I 1 11 ELI CJIIIIIIIII11I IIII ISFm [I] [I] I I I I I I I I II I I II I I I I 1 II 1111 111I II 11 I I t ITMr I I II II 11111 I I IIIIIIIIIII 1 111c1 FIT} ❑ e nd Mt LMd EMd1111 E LI I I I IIII Hill lift EITM ElIt [❑ I I I II I I I III 1 1 I 1 u I I I I I I I I I ❑i [ff" ❑TFM Illf [d IFFT" 111111 I II 1 1 1 1 11 1 1 dl [mi [mod FUTA iniEL40001111111IIIIIIi ■ ■■ LL ❑LI-d LLI Et ® FIT] I I I I I 1111 11111111 1111 I I II I 1 IIIII 114 [❑IIIII 11 111 11111111 1111 1 1111 11 1 [I] ❑ffld [I]MTTTFrdaEdmffll IIIIIIIII IIIIIII111 I IIIIt[i m ❑rdEt m CEEEt6� [I] ❑ [I]Lt I I I I I II l I I I I I I II I Il l] [D CFF-rf[FTTFt[C[:tIllluull llllll I [I] ❑I IIIIII I I III111111 I FUFMI 11 11I111I 1111:� [I] Or❑dFFITFR Ear[I] LE Hill IIIIIIIIII I I ■ ■ ■■■ IIIIIIIII:1 ■■IIII■■ FU ❑LLOI IIIIIIII IIIIII I I I I IIII IIIII 1111 tlII1I1 IdI IIII IIIII IIIII I IIIti I IIII I IIIIII I I I I IIII IIIII I C®0®❑15000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SOLILlODLIOLIT 00S000C❑®0600C®QC00®❑®OCEMODOS❑ CPN 105038 ❑®1®®LLK101111)= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0® SDOM®ODDS❑ 11 11 m ❑ I IIII 11111111111111111 drTMLLt m C FTTflFTTff Ud I I I 111111111 111111 1 4❑ ❑�� m CFFI-VIFFIFIt m S� m MI I I IIII IIIIt[j' m Ldi I I I1111III I I IIII I I I I I IIIII I IIIIt❑d1,S1 11 111111 IIII I II I I I I 11 1111 d E[tE[17� 6❑ ❑Md [d [[[] I IIII I II I I I I II I I I IIII I I II t ❑TTd ❑7" ❑ Fmym 7❑ [-11 1111111111 IIIIIIId7TTT7TF'M'11111111 II111111 IIIIrl I11111IIIIII IIIII a[ FFT®In117-7 $ ❑ ❑ 1 11111111 II 11111111111 d Eid, IIIIIII I 1 11111 11111 S ❑M Q t [L1Ld FTS I 1 II 11111111 111111 1111 1 1 LLt ❑ 9❑ A 11 I'll'' I,II IIIIIII IIIIII IIIIII IIII Id, I I1,1111,1 I I,Itm[C®FFflH FFM CO ❑Td 1 11 11111111111 II I I I I IIII IIIIII 111111 1111111 IIII lei 111111111 111111 IrIFT ❑M FUT-] LLLILJLJ341111111111111111111111111111 111111111 11111t[CIFF-It TA IC m ■■ ■■■111 ■■ IIII■■ IT] ❑I IIIIII I I IIIIIIIATIFFITIFF&I-M [ -1 1 I IIIIIII I IIIIIII I,I,d1 I IIIIII 111111111111 Ills II II I Illlt®FMdFFM ILI CQjKI-Il[d[d1I1111„111, 1111uluu'-IIII 1I1,,I IIII, dL[tl1II11111111111111111111111111 wlliLt� dr Ell FTM m S❑II-m❑ d❑ Li IIII (IIIIIII I I I I[A'FFMI I I IIII1111'-IIII IIIIII IIt1l I IIIIIII I l m CTIM� EU S[f[[E0dFA-tm11 m CEIA7dllll 111111 lr]rm[TM m QWMdI I IIIIII I IIII, lal,ll 1111, 11 1 IIIIIII 11 1 1 Will Hill d,lllu Illtll 11 1 riiiiiiiiii IIId❑TTl m 7111a171 FFFMT-d®1IIiii111111III I I ® ❑l Hill I IIIIIII I II1111111111I Ill, LiFl m ❑� m ❑1II1111111hill u,ull hill IIIII1u111111IIIlm[-Lt[TFFrdl,uH,1111111111111111111t1FT-FI❑ m ❑ mIE11114TI 11�111111111111 1111111111 11111 [:'HdFTFrdI „III 1 1 IIII,,,Id[mFFM m []rFTFd1 IIIH I I IIII ETI Hill ,IIIIIII Hill 1ArTI a Lli FTFT-f� ■ ■ ■� ■■IIIIII ■IIII m❑[}1111❑JJIIH11111HIIlllllt[dilaid [[[tlijl I IIIIII111 IIIdI:d1111 IIIIII IC EMkIdUrEdFM 11®[111111111111111111111111 1 [Ek1111IIIIII IIIIII 1111t� m ❑J IIIIIIIIIIIIIIIIIIIt[dmTfl aLdl I InH11�111111 Illd[d1III III„I Ic, H� d 'd DrEd IIIIII III I l LfflMd 71T TfTTtj1 Hill 111111111111 I III 1 11 1 11 lit 111[drFM m SLiMd[1'da® Ld[d[Ell 11 1 1 111 I IItL-da[dl I I (IIII III II I I FW®®T1-d� I 1 11111111 IdFM m SI 11 1111 111111 111111 1 1 1111 Illt[tT11111tlijl 11IIIIIII 1 1 II 11111111 1111 dlI1I l IIIIIIIIIIIIII I I LLLI-tl III 111 I I I m ❑I 1 1111111 111111111111111111 m MI I I hill ll lltaMIM® I I I IIIIIII IIIIII 1 11 ,lull 1 1 1 11111 111111 1 111111 1 1111111111 411 ❑1 I I I Till 111111[lFIFIFtmPPAT� m u l 11, l„ 11 IIII, III I 6❑ [}[d1 IIIIIII 1 I II I t= C®[7[ID❑®000® ❑[70❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE S0LILl00LI0LIT DOS[7[70C❑®DISO[7CLELIC00[IDL7[IDOCEM[700S❑ CPN 105038 ❑®i[ID ® IS3[IIO[IIIO= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0T14❑ SDOM®ODDS❑ 0FFFT4=9 ❑ 7❑ SLILILlLid ®Iff" 111❑❑❑ 8 ❑ [Jr "[[[[:tElk ❑ FFFUF-d IT"[D ❑ 9❑ E}(-dFFFITITTFi"'I I IIIIIIIIIIII''til 11111111 11 1 11 111111 1111t( ❑1 illullll IIIIIII 11 =[IrEd ❑f1TTTFFii [IT] 1 111 1 111 1 1 1 1 Hill l III III Ill l I III III d[fl= ❑ [Td[d [][Il [� II III II III I I I d IFFIT ITIFIM Ia [d EiT I I 1 11 11 111111 1 1111111 1 1111111111111 IIII Il EI] ❑11111111Illillid LHd[TFR1I IIIIII IIIIIIII IlldrlTfT1T1Tf1 IIII IIIII II I111111t Md= m 1 11 1 1 11111 11111 1 11 177171777117717 E1777TTT7M m Si I will I IIIII IIIIII I I I III IIiit[d[T]7FFFF:TFFA® FTE [D S❑ 1 11111111 I I IIII Ir1111 I I I I II II I tELE[t FTH [D Cm1 IIIIIIIII11 11111111111YI11111111111111 IIIIIIII lld[[[tEdi I IIIIIIII lilt FTmH[� [TdTi I I I IIIII IIII 411 SET-1-fdlill IIIIIII 11111111111111 IIIIIII"IIII 1 1 EI] Gr1 I I IIIII III I I hill IIII IIIIII lull di "11""' IIIIII dt" 1' IIIIII Ilic Lill FM hill 11 1 1 111111 Hill ll d 1 l 111 IIIIIII IIIII IIIIII IIIIIII I IIIIIIIIIIII IIII [:' ❑ IT 111 1111 1111 Hill It® [}U JIJ❑ 1 1111 11111111 1 1 IdrEE] 11 '[dFFF1d ® ® m' aQj}'11111111'1 IIIII I r1111 1 111111u1d UHLfl I 1 1111111111111 1 IIIIIIII IL EI] ❑LLt 1 I I 1 II 1111 1 1111 t [-a ❑ [A®[� a l 1 l l IIIIIIIIIIIII I I IIt11 I u I II I I I IIII I I 1 11 111111 1 ❑FUTfd1 I IIIIII I I I I I I IIlr❑IdLLELLIdrLLI [di 1111111111111111111 III;®emu r = m ❑I:UC❑fFFTIIIIIIIIII IIIIII I1u111u Illlllllrllll I IIIII I 11111111r[d[:]:IIL[:[I]:A7r1 II 111111 11111tTEE] [dF11T] rIII III IIIIIII I'll I' 1't❑[TM m Cm ® 117= EuTf Hill Il11TTTf11171Hill IIIIIIIIIIIIIII I IIIIIIIII I lilt[]= ❑FTA Lmaldr E[i I I I I I "IIII I II"II II IIIIII'11 IFFFrrj[TijaEdlTTdFm I illooklimmollillill1111 Illlii111■IIIII■ [D ❑®®� EI] C®❑ IdY[FIFFI-ITT11i'I1111L1]71 1 11111111 1 1 11111111111111111111 1 FFFFFd Fil IFIFIFTC ❑ 7� f T d T[[7T]-1 C= CI] S Cyr m = [D ❑ IFIF" I IIIIII I I I I d ult Id [FF[rt [ffFrd I I I I I I II I I I I I I I I r ETk FFU C Mil EH'1 1 11 1 1111111111 II 11111111111 11 1111111 111111 1 1 111111111111111 1 1111111 1 1 m ❑JdIC m 111111111uu1111r111u1u11111I I I� EI] LIX ®IFFIFIT YFM IA71 1111111 1 1111111 td' l l l I I I'll IN r m (� rFF[tFFiH1CFFIfFFFF[t1IIII I IIIIII III I I I®[A'1 11111 1 11111 IIIII 1 1mIIII III II I I I I I III 111lillA CD OrLd �7 [D ❑ 1FFFFd I IIIIII I I I I duit [FF[rt [FFrd I I I I I I I II I I I I I I t ETA' FFU C E[1Tr[[[:k I 111 1 I II II II II I I IIIIIII II II II II II II CD ❑ Ltd IC C� IT] I IIII III 111 II I II I t 111111111111 I I I d❑ SmFTTIF [I] ❑ MY Till FIFFT13- UA7 1 II 11 1 111111111 1 [D ❑ Ltd IC Lit IIII Will IIIIIIIIIIrl Ld111111111111 IIIIIIIIIIII11t11 I�❑11t1111 llllll I 1 C®0®❑®000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SOLILlODLIOLIT 00S000C0®DISDOC®QC00®0®OCEMODOS❑ CPN 105038 ❑®1®®LLK101111)= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0® SDOM®ODDS❑ 0❑ LE SCyrCD= m ❑E®TTTTfd ITT m C� CD 811111 11111uu11-[E]11111 11 IIIII II III IIII I I® m /IIII I IIIIIIIIIIt��� m [HC®rFF1fY=J71 IIIIIII II IIIIIII 1 mill 111111N1 I�rLL1 LLd❑ CFFT� 11111 1 I lul 111 I I I® [}1 11111 11 11111 1111 1 1 Ell 11111111 1 111II I,I I,I,I,IIld� m ❑r[:d FFfl m ❑®IFF75d ITT EI[ C C� m 4� m SEll FTM m 11 ® E1EE111d 3- E1171 11 11 111 11111111 1 1 m C� m SFMIIIIIII 1 1111 1 Im'7TTflTd1fFITTTT-FrI 11111InI I'i1 111IIIIIIII IIIII 1s1 I IIIIII I11I m ❑ ®®❑ F-d F-TTdCU[T-1-Tdrm FTF77n-dF]Td [T[dM1d EE[IndTmITTFTFI-flAIIIIIIIIII IIIIII Illulullllullllllll tjElitFRU difELIEd1111 I1111 1(1;rTM m [}FFA ❑3'I I I I III II I I III III III IWdIFITA1I I I mill I lui ll1111,1 IIIII IIIII 11, I d111 I I I IIII II111 I I EL' Eki I hill I iiiiiiiii 1 11 Illillidirl inini6linomillilli111111 ■■111■ m ❑FMr IIIlIII III I I IdrmFIFT" FWF FF1FFFTTFf❑[� ❑ I 1111 1 1 1 1 111111 tl[CFrf� I 11111111111111 IIIIIIIII Hill I I Ihi[-A® m ❑1111 I IIIIIIIII 11111 1 1d11:rt QIt®m ®®gym IFFM m ❑ ®[TTF[-f I I I I liril III I I IIIII I7777ITTTTEjTaF-7TT-RTdI7TTd® dE❑I I IIIII III III i1®EL11t= m ❑FTk =t '®mCd[7fM7171717177VI Ill I I I II I I I I II II 11171777f ❑® m ❑FMr 111d 11111111111111111 1 IdrEll III1 I I I I I I I I I I11TCdIFIFF[d1 IIIIIII IIIII IC;E1M d1 I IIIII, Hid, II IIIII III 111 1 YI III I I IIII ®E7CIl'd® I'T ❑ 7filTiTfTT'f , 71-f FFTM m[11-Fif1llIIllll,lllllfrEk"FM[dllll IIIII IC[IFIT[FIF]tITTIFfl EIMTM I I I 1 I„ 11 Irll 1111 1 1 1 IIII 1 1111111111 II 11 t LLLt ❑❑ m ❑WCFF1fFFFFI'YmI 1111 1 1III,IIIII,I,t[d11,1,1,,,,,,,,1d[TT f}dilil IIIIIII IIIIII I ❑ [1'FIFMI1u11111111u11111tilluIII, III„I,,,d11[EE}1JHdE®Ed iii,1IIIII IIIIII IIIIIII1'lllu IIIIII Ilirl 1 11 I it 1111 [TTIIIIII I I Hill 1 11 111111111111111 1 1l 1111111d['®[TT ❑ [1777771771TffT❑ 4❑ 11111111111111111 Idr[L1 C®I I,II,,,, II,I,II I ILl[dJtrfC®lll,lll,ll „I„Id LIE d FM Ems' E1Tf E11 IFIFT [FIff [D [FUT" II II III I I I I I I I I It 1 111111111 EIFFIC IBERA III IIII 11111 1111 EII-' I I I ll IIII 1 1111111 l I I I I I 11, I IIIIIII I II I I I I I, I I II: ❑i111_I_I_I_I_I_t Fw FUTA' Lit LIT Ll1 11 1 11111111 ICINTIT ID[1ILk Ld&FTIHill I Will I,,,11 hill I I I I I I llr= L[ S CID ® fT11 [rMr rFT} CL ®Furr� Ed j,111111 I II II I 1 I I II I I I II I I 1 fl F -I F N IFIM m C Ell FM m"111111111C❑❑❑EID11SIHI❑❑❑1]"IIIIIIIIIIIIIIIII Id[[[]®1-TFIll'I Fill IIII IIIIIIIII I,IIIY CID❑1 11 1Hill II IIIII I IIIII I I m ❑ EdTTflE1FTTFTFFd ®I IIII 11111111 1 ED C Eli FM C®0®❑15000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SOLILlODLIOLIE 00S000C❑®DISDOC®[IC00®❑®OCEMODOS❑ CPN 105038 ❑®1®®LLK101111)= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0T16❑ SDOM®ODDS❑ 0FFFT6 =9[I m"❑❑C❑❑❑LT]❑S®❑❑❑❑"®1111111111111111111 IdiI 11II IIIIIII 1 IIIIII❑® 111 I I I11 IIIII IIII 1 I IIIII d[TM ❑ [Ell ❑ ❑©[d1I I I IIIII IU;®FIT-It ❑ m ❑[-FWFFrfFFF]+[t[1FFFr1I 11111111111111 1111 1 1111 1UE®[Ell I 1 1111IIIItm fI II111111111 1111111111 1 IIIIII d[TIM ❑ I 1 1111111 111111 1 tLLtI I IIdI III I II I III I I BEd m C Chi FM m"❑❑C❑❑❑EU❑SFE❑❑❑❑U [IS ❑❑MEL" f1T[f1FIFINT[lT1 III11111111111111111dF-rW 1111:11:EEd®1 I I I I11 IIIII IIIII I IIIII d1flM ❑ �I IIII II II IIII III I III Ir117TTiir1[ l r7r[77 7 m ❑FHC FFff FFF]+®®I IIII111111111111111 1111 1®Q t [Ell I IHill 1111#'m FM❑m1IIII111111111111111111111111dFITIFF]❑ 111111111111111ItEI17FFFdlllll1111111I �[dFFTM m ❑®IIU, "11111''IIIIIddr1 11111111111,1I111, 1 1❑1Hill Hill I 111111 tl I I I IIIII 1 111 t❑[ I I I I I I I I I TF ] ITFF FtI ❑TT❑d ❑ m ❑TTlll[7111111111111111 Ir111 1111 d1.11 11111 ic1;T--TMI111IIIIIIII IU:II[t®� FTF[d1 IIIIIII III IIII IU; FITU d❑ CEd114 m "❑❑❑®❑❑❑❑❑❑❑"1111u11uu11111 1d1®1 1111111111111111 1 Hill IIIII ®®�� m ❑LUC®FrFTf®®111111111 IIII IIt111111111111 Ir1��� 1 11 1 1 111111111111111111111 1 hit❑ m fTfl1MI Hill 111l 111 Hilt IIIIIII IIIII 11nd®I 11111111111'[tF[F[TflEt F[tT[flI I I111111 1(1: 6❑ ❑�� m ❑❑ AIIIIIIII11111111FTT m CAT 11 IIIIII 1 1111111 It FF1T-F rFFFFF1 d11111 I I I I I IC, FFM m M[}LLd®rVPr1 I IIIIIIII I111®®LLILLd m ❑[[CIFF-If IIIIIII111111111 IIIIIJELd m S= Hill I IIIIIII 1[E]® Id IA71 II111II11111111111111111111111 IC,' II111Hill I m ❑I11111111I III 1111t1Lit LlLd®IIIIIII I 1 1 11 1111 11111111111 IIU;[T[[T] Td ®TI-TITmill 77TI77r('rnmrmrri- [C FT ❑ 111 1 II 1 111111111 II IIIIIII 1 1 11It1 I 1 II IIIIII 1 If II111 II 1 m [}"EUFF1-rFF1F1f©FFflE1:tFFFI 11111111111111 IU;(F[CF"[J7TO tT'= m F1F IIII l di[[UhE[1 [}I IIIIII I I II Irll III I 1 11111111111 IIIf III I II I II I t[dl IIII I IIIIIIII I II II II I II I Ic:mm r1111111111 IIIIIII IIIIIIIIIIIIIII II U:FFTNTF[4'1111111111 IIII hill IIIIII IIIIIIII 1 1111111 ❑IM m 711 1111IFTIFIN=� m C®[TFf1 1 111111111r1111 III11111_!.I.�Itj FMA®IIIIIIIIIIIIIIIIIII IICWM d ni m S=®dFFF]Cd111111u11 IU;IIIIIIIIIIIIII I111 IIIII I I=d m ❑I-L[C®I 1111111111111111111 111111 IIIt[TTd1 IIIII IIIIIIIIIIt®[ji IIIIII will I I I[f1 I IIIIIII IIIIII I CFF1-tFFff1t ®I 1 II 1111111 1111t� $❑ FF-rf J FFFFTF[Fi-r I I I11111 1111rdrEEI� 11 1 11111111111111111111111 11111111111 IC;T-if 1 I IIIIIIIIII I IIIIr111111111 IN IIIIII IIIII IIIIIIII I [j'IFFA[d®I 1111111111111 II(1:11111111111111 IIIIIIEF"[j'iiii [[f L[LWI IIII IIIIIIIIt ❑I 111111111tm C®0®❑®000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SOLILlODLIOLIT DOSOODC❑®DISDOC®[IC00®❑®OCEMODOS❑ CPN 105038 ❑®1®®LLKIDLID= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0U7❑ SDOM®ODDS❑ 0= U-s ❑ 9❑ ❑ I I 1 11111 11111 1 1 ldrLIJIII I I IIIII II 1 1111 1 1 1111 111 1111111111111111 lu11111111111111 111111 1111 111111 Ic I IIII) ICI C EII-�IlTrlt Ell EF 1' IIII IIIIII IIII 1 1 urn I II IIIIIIII I ll td I I I I I I II I I t [E❑ [)[FrFrrd E11111 I I I I I I I II I II I I t 1111 I I I II 1 111 1 I II I I I I I I I Ir I I II II I II I I II I I IIt1I 1 II I II 11 1 II I t [I] mm [�❑❑I IIIIIIII I I I1111111111111111 1 tmillIII III IIII dl-dTm FT-d®®IcEmdITT] F-M [� E®1 1 1 IIII 1 1 II 11 I II I II I I IIIIIIII IIIII IIIIII ICI; ITIM ■ ■ a L ■■■IIEll EEI MCI IIII IIIIIIIIIIIIIIIII I 11 IIIIIIld [T[Td[--T-Ugl I IIIIII I IIIIIII IIIdI 1111 IIIIII 111III14® EU End ITITTf TTM I IIIIIIIIHIHIIIIIIIII 1111 1 I I u I I 1 d 1ld I I I I III 1 I I I I I I u I I u I I I I t I I u I I 111111111I 1 I I 111 [:t milli IIIII IIIItEEI I I IIIIIuull IIIII 111 111111111 111111111111111 [}���®�❑ IL3 IIIIE LL 111111111 1 1 111111111 IIIIII Ir1Ld [S i II IIIIII 1 11111 11111 1 II II IIII III IIIIIIII M u l l 1 1111111 1 1 1 E❑ CdI IIIIIIII II IIIIII I IIIt11111 111 I I IIIII IT ®[id❑ ■ ■ IIIII■li ■ ■IIIII■IIII■ ■111 [D CFTI-VIFFIFFI-HI I 1111,11,lItfddlIII I I IIIIII lit❑[� [D C ®I l u u l ll IIIIII I I l t A71 1111111111 1111111111 IIIIII 1 1 r FFTFd Erufl m❑ I III IIII I Ill;®'IIII 11111111 1 1 Hill I tI IIIIIIIIIIIII I 11111111111111 1111[FFf®IFFM EI] ❑ I III IIIII Ill;®IIII II IIIIII 1 I III II I tI 1111111111111 1 11111111111111 11111 111 IIIII II I IrLL1 \1 I I IIIIIII11IIIll I I [D ❑I[ 1 I IIIIIII llllll IIII I I IIIIIIIIIII fln1 ll I I I ullllllltlllulll IIIIIII 1 [D ❑ I I I I Illlllut❑ ❑ ❑[lit EdEdIIII IIIII IIu;rffm m 11m71-f ❑❑ [D Er IIIIIIIIIIIIIII I I Ld Ei' I I I llilI I I IIIII I III III III I ILut l I 1 I I 111 IIIII II 1 1 1 1 I II I I 111I I I I I I I I I I I I I I 1 1 III did l 1 I 11I I I IIII I ti [IT 4❑ Si IIIIullllu lllulllltFli llllll lllu I iiiiill lllullllll I let ❑[fir®I III I I I IIIIIIIIIIII I IIIIIIIt[TEt Ems❑ [D ❑ILE C®I 11111 11 I I III 1 I Irll I I I I III 1 1 d ®1-mh m ® III IIIIIII IIIIt1 1111111u1111It❑FIFFIFIFTru I I 1 I IIIIIIAl111 IIIIII IIIIII 1111111111 1 1 1 1 1111111111 1 CEFI-� L C®IIuuIIIIIII11111111ITMOrdJCIS}'[CCU ❑rdEt El:k 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] C®0®❑®000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE S0LILl00LI0LIT DOSOODC❑®DISDOC®[CC00®❑®OCEMODOS❑ CPN 105038 ❑®1®® LLK101 11)= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0®0®❑ SDOM®ODDS❑ 0778 =9❑ PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION ❑❑❑❑❑ ❑❑M❑❑ S11MM1111111111❑[C❑1111G1111 ■inuTi ■■■ ■ ■■i�■■■■■ ME' lIII : ni■r�III Isra- ■� r ■f iT■� C®0®1115000® ❑00❑❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SOLILlODLIOQc00S000C❑®O[SDOC®[IC00®❑®OCEMODOS❑ CPN 105038 ❑®1®®LLKIOLID= DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 0135 13-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 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 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 4) Period the interruption will take place 2 5) Name of the contractor's foreman and phone number 3 6) Name of the City's inspector and phone number 4 c. A sample of the temporary water service interruption notification is attached as 5 Exhibit B. 6 d. Deliver a copy of the temporary interruption notification to the City inspector 7 for review prior to being distributed. 8 e. No interruption of water service can occur until the flyer has been delivered to 9 all affected residents and businesses. 10 f. Electronic versions of the sample flyers can be obtained from the Project 11 Construction Inspector. 12 H. Coordination with United States Army Corps of Engineers (USACE) 13 1. At locations in the Project where construction activities occur in areas where 14 USACE permits are required, meet all requirements set forth in each designated 15 permit. 16 I. Coordination within Railroad Permit Areas 17 1. At locations in the project where construction activities occur in areas where 18 railroad permits are required, meet all requirements set forth in each designated 19 railroad permit. This includes, but is not limited to, provisions for: 20 a. Flagmen 21 b. Inspectors 22 c. Safety training 23 d. Additional insurance 24 e. Insurance certificates 25 f. Other employees required to protect the right-of-way and property of the 26 Railroad Company from damage arising out of and/or from the construction of 27 the project. Proper utility clearance procedures shall be used in accordance 28 with the permit guidelines. 29 2. Obtain any supplemental information needed to comply with the railroad's 30 requirements. 31 J. Dust Control 32 1. Use acceptable measures to control dust at the Site. 33 a. If water is used to control dust, capture and properly dispose of waste water. 34 b. If wet saw cutting is performed, capture and properly dispose of slurry. 35 K. Employee Parking 36 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL 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] 11 END OF SECTION 12 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. 13 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 105038 9 Project Name: WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE 10 Mapsco Location: TAR-077J 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. BRYAN YULE AT 817-684-0858 byule@mavutility.com 29 30 OR 31 32 Mr. KHAL JAAFARI AT 817-392-7872 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F I EXHIBIT B W 4 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised August, 30, 2013 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- 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 external FTP site approved by the City. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised March 9, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 45 23 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 1 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 SUBMITTALSANFORMATIONAL 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 3/9/2020 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised March 9, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- 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 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 1. 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 50 00 - 2 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 Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 50 00 - 4 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0® S00000ES0EDOMEll ®DDIM00®QC00®OSEOEDD000C[C0LIE 0000 I II II I IIIIIIIIIIIII I m SECTION 0155 26 m S❑❑❑❑❑[IDS❑F❑]❑❑MF❑]IffI❑❑MFIFI®CC❑❑FII❑SIITI❑IITI❑❑❑❑CC[C❑❑❑❑❑❑❑ m PART 1 - GENERAL 411 1.1 SUMMARY [D ❑❑ Sill 11111 111111 1IIdCrF 611 IT] ❑d❑ [»F "1-k ❑ 711 LLI S1 [FFW=J❑ [ID 811 m WAIlllllll IIIIII 1111111111 I tEEEd®I II II III III II I It1F1] 911 m❑ [ID 11 111 I I I I 1 C4 T EERS [ICE W] ❑❑ ❑ 1 II 111111111 1 Il i It [Z] [1' FFM [} FTS FHT-td S I 1 11 111111111 111111 I FH-1 FZ7 ❑ [� EII] C❑ ❑FIT"FSI 1 11 11111111 111111 1%1111Hill 11111111 Illd I IN 11111111 II II Ilt®UdFFF [ID ELI ❑ 11111111 I 111(11 Fw[dd ®EEI FTI[f Ek LI F"FC E17d 11 11 11 1 1111 111 11 1 II(l; FTwM E4 ❑ FZ7 ❑ I I I I I I II I I I 1 II1 I I I (h [-1Tt [ m F7C] = FH-1 m SEEITLIE4[7FMTTFIMrFFI-fm E:i❑ 1.2 PRICE AND PAYMENT PROCEDURES E711 ❑❑ MEll [ID[IE FT-P E811 m ❑ JI 11111 11 11 1 11111lld11fl 11111111 11111111'1111 11111111111 1 1 IId E$Ed [[it 111111111 III I I t1111 I III I [mod❑ 1911 71 1 111111111 11 1 11111111 11111111 Fd FH' 1111 1111111111111 I ❑ m❑ 1.3 REFERENCES FH-1 IFTIMi IDC dd❑ [ID [D ❑®1 11 1 1 111Ill dild111111111111ill III 1 11 Mill 11 111111 IrIFF[Ftll1111111 III II tr[-HTf[-1FIt-*I I 1 11 111111111 ii[:td [ID I I I II I II I dj l I I II I I I I II I II I I I II I I I I II I I II I I I II I I II Il ltll II I I I II I I I I d 111 I I I I I I I 1 I d I I I ii I I I I 1111 111 d E4 ❑ 1 11 1 11 11111111 Filllull Hill 11 ll l l ll[11 1111 1111111111 1 1 11111111 II I II I I I I I I I I dj ❑ [ID m ❑ 1 11 1 1 111111 lllll-- ❑=rFT-rfFWI I III11111111111\/M❑❑C❑CID Eli❑ 1.4 ADMINISTRATIVE REQUIREMENTS E711 ❑❑ ❑rFFI-fm EB❑ m GIFIFIFtEll ®❑ ETI C FFI-f Fly I I 111 II II II II I III r [TUTd [P 11 11 I I I 1 I I I I I u 1 I I I I I It [ d FM TF W] It [ID LE ❑ '1 a uI I I I I1 1 1111 1 1111 11 1 lit Ed Pr CID CIId®r[FM FM C❑ TT 111,111111 1 1 1 td Ems❑rEL SEELILUA17E� EII] FT1 ❑ FTTTFf l II I I I II 11111 1 1111 11111,11 1 Ii 1 t 1 II1 11 1111111 l l l d EdT r [T] EFI-t Fff F� E4 ❑ 1 1 1 1 t 1 1111111111 1 1111111 1111 1 1 t'd rFFN [1:EE1=4 [7 i iiii iiiiiN mFm FH-1 r❑ E611 m ❑ [ W EL FIB m C10 H ET ©[IDr CID FF1-f [" C ®0®DID000® ❑DODO WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SODDODDOQCDLISLE LICE ®OLSDOCEQC00®0®OCOMDOESE CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0 FffFF S00000[IDSO®DOM Ell ®❑DIME❑®QCD❑®OS®❑®DDOOQC[C0LIE 0000 m [D ❑1111 II IIIII IIIII 1 ItiI I II II III IIII II 1 1111111 1 dlFFT-FC [:'rH EkI11111111 III III II 1 II II 1 m MFl❑❑r®I'm1II1111111111111M❑❑C❑ME =kEll] ® m 111111111 III Im❑❑1 Hill II fill IIIII IId dill 111111 11 lilIIti 1111111 11111111C®'= 4❑ A71 III Ilullllllllllll 1 II IIIIIIIIItil IIIIIIIIIIII I Ir11 1111111111 11111111111 111111 1111 111111111111 1 111111 II 11111111111111 II 1 m 1 11 1111luu1lllti IIII 111111111111111 60 ❑❑ STCE[W=Lt❑ IT 711 m []r[❑t'II11will 1111111111111111 1 11 1111Ir 7Tf MTTST®M[]E'❑®®E❑ 811 ED ❑ I IIII IIIIIIIINT [FffflLt ❑ Tm1r [IT[T3 F W I I I11 I II I I I lu FFM 911 ❑rIIIIIIIII IIllffm JFMEEJ [FI FFF11 [D❑ m ❑TwFIFFDIMEll Ef 111:k11®❑ FH-1 m I III1111111111 IIC;®I IIIir11 11 111 1 11111111111111111111 1 td =r®7m F T[IFIME$❑ 111111111 1 1 II II 1111111 1 1 litil 1111111 1111111111 I Idles❑ FH-1 C❑ MEdll I'll ll I'll 11 1 I'll 1111LLt l]:ADr FFITm [4[1 [D [lr[I:T l l l l l l ll l l IIII IIIII III I I I I I Itil Il a ul l l l l l I ItiLJll1 FH-1 ETI S71M®CFFFA®I111111111111 I It11 Ilullllll I II111IU:®❑m[-Tl�1�IIIIIIIII Illlllj ]611 1 11 1 111111111 [}F-MITIul= E711 m TITTT❑ I FIrl II111111lul I irl 1111111111 1 11111111111 1 1 fd[TEME114[7[� [B❑ m ❑MW EL "-T m TTFfl Ef 10 ®ELUld❑]rFFFeEu 1911 m 11111111111111 IIC;®1 111Y11 11 11 1 1 111111111111111111111 It'd -T-T -17 [D❑ STEE[W[ LtLllllllllll I I IIII IIIIII I I itil 1111111 1111111111 lid ❑ FH-1 ❑❑ ❑EEII I I flllll[YTITUS TIFIFI FH-1 m ®❑ urd1 IIII I II I I I I I I it 111 I I I IIII I I I I I I FFFIFT fFu End :Ix} I I I I I I IIr11 I II I I I I I II I I I II 11111 I I II II II I FH-1 C 111111111 I l II dl El ICI Lt ITE [LE111 [EELEA M Et IFUTIFFI111 111 II 111 11111 [4❑ rm I I 1 111111 111111111 1 1 E611 m IIIIIIII II I I I II 11 IIIII 111 11 1 I l I ll l l t• l IIIIIIII I Il It it 11 I IIII 1 Il l l I t❑ 111 1 II 111111111 IIII [IT 11 [� E711 r l_I_I_ITIL L1 111 1 1111111 11111 1 II I II 1111111 f I l IGl l l l l l l IIII III I I I II 11 1 [ITT F M 1 11 1 1 1111111 I I I I❑ 1111r [IW En [B❑ ❑®A❑❑C❑TI [9 ❑ m 1 11 1 II 1111111111111 1 I l l i l l l IIII 11 1I t IF Tf [ Tr TT[1 I I I I II l l 11111 th ❑ 1 II 1 1 111111111 1 1 ED❑ m ❑ 1 1 11 1111 1 1 11111 1 full IIIIIIII II 1 11 1111111111111 11111 111111 IIIII 111111 1111111 III I I rL1 I II 1 1 111111111 ll l l II 1111 1 FH-1 r l 1111 11 I I II I II Idl 1111 I I 1 11111 1 1111 1 IU: f F TT 1r 1 111111 11 11111 d f MI-[-- ❑T Et ET-F ❑m Ell] [ITIN MM FH-1 EWCMJFMTT1TT1II III 11111 1111111 Irll IIIII IIIIII1IIIIIII I III II t❑ I II I II III 1III II I I FM ❑❑ ❑rFFR❑SEld[td❑ [4❑ m a ®E11SC❑QiE1'd1 IIIII 11 1111 111111 1 1 d1111 lilll IIU:® FH-1 1.5 SUBMITTALS [NOT USED] [611 ❑❑ S= Ed[d1 11 111111111 II II IU'❑ ti II II II 111111111 11 1 C ®E[II]®000® ❑00E0 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SODEODD000DLISLE LICE [II]O[SDOC®[IC00®0®LICOMDOCS❑ CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0® SO❑❑❑❑®SO®❑❑M Ell ®❑❑fM❑0®QC❑0®❑SEl0®❑❑EEL C[C❑❑0❑❑00 I II II I IIIIIIIIIIIII I m 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] m 1.7 CLOSEOUT SUBMITTALS [NOT USED] Lu 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] EE 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 60 1.11 FIELD [SITE] CONDITIONS [NOT USED] 711 1.12 WARRANTY [NOT USED] 8❑ PART 2 - PRODUCTS [NOT USED] 9❑ PART 3 - EXECUTION [NOT USED] [D❑ END OF SECTION ■-■ ■1■ ❑❑❑❑❑ ❑❑M❑❑ S11MM111111111111C111111G1111 ❑I4 E FFM ddLd LL Lu I I I I I I II IITfFI ❑❑® ®® nT FF1FT MFFF1[it FFM li® ❑®❑ It ❑I4 IID ®®dd Ld 1 1 1 I I II I I I I I I II ISLE L❑ EBUr I I I�ILIW1 1 1111 WJLd❑1l I I u INHH,II II d❑®I II II I I I I I I I I III I ❑®❑IID ❑❑❑ M ®❑ m❑ mnFTFFF TMUMFnm rnr UFFFT1 ❑I4®®7Mm ❑❑Cil1f7li-m®®❑ ❑®®ddLdFFMrTrm ® MFTFFnrTnF+❑ FFIF C ®❑®LIID❑❑❑® ❑OLIO❑ WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SO❑00❑❑❑LC❑LISLE LICE ®❑LS❑❑cEX0❑®❑®OC❑M❑❑ESE CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans 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 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. f 111c=451104 013;1l 04041 *%1 A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 57 13 - 2 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 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. 1.5 SUBMITTALS A. SWPPP 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL 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 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F SECTION 0160 00 PRODUCT REQUIREMENTS PART1- 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://anus.fortworthtexas.eov/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 on City'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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised March 20, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised March 20, 2020 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments 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 [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL 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 AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 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 A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised April 7, 2014 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 70 00 - 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised April 7, 2014 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 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. 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised April 7, 2014 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 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 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 105038 Revised April 7, 2014 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey 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 I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. As -Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A —Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 19IM-11" 3107 1101r:\ IG" A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 7123 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards) . 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. 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. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3. LA. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3' party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 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] END OF SECTION Revision Log CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised February 14, 2018 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere 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 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 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. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 74 23 - 2 CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 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 APPLICATION [NOT USED] 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 A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 74 23 - 3 CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F ■■ ■■ m PART 1 - GENERAL 411 1.1 SUMMARY SECTION 0177 19 C❑❑S ❑❑ ❑❑ Ell] FIE] ❑FID❑MEll ❑S ❑ CLILISLILIOLI®LIDO®LIMLILILIS❑ I II II I IIIIIIIIIIIII I m ❑❑ Sill 11111 111111 IIIdFFU 611 m ❑FFFFT FFTd[1Fes'1111111 IIII IIII I I1 IIII I I 1 ItLLL1 711 ❑❑ ❑1 a ililiilli I liiwm ®[11-FIT aFTIIS7Fd[-id[S1 111 itiIIIIil itliii I 8 ❑ [17 ❑ 911 C❑ ❑FIT"F& 1 11 11111111 IIIIII 1s 1 11 IIIII I III II I I mid ® I IIIII Hill 11 1 II II lit CD ❑ [l7 IIIIIIIIIIII (I 1-midd LEI FF C1 ❑ [1l [C E[d111111 1 II I I I IIIII 1 lu it l II 1 FH-1 [T] ❑ 11 III 111111 1 11 11 I Ic h F-1Tf 7m [T] FFFTI FH-1 1.2 PRICE AND PAYMENT PROCEDURES FH-1 ❑ ❑ M[-El FFTTFd [❑F M F-7 E4H m ❑ [}I 11111 11 11 1 ll 111 l ld®IIII 1I II 1I IIII IIIII II 1 I1111111 I1 1 1 1I1 tI 111111111 III 11 tI I II 1 III 11111I11 1 TF[Tt❑ FH-1 ❑®IIIIIII11111 I 1111111111111111111 1[d[='I1lllllu11ul1u I❑ [611 1.3 REFERENCES [NOT USED] m❑ 1.4 ADMINISTRATIVE REQUIREMENTS [811 [I [I Gm'I II II 111 II IIIII-Tfl FMT-duEnd � ®❑ FT] 111 IIII I I11111111111 11111rI1111111 111111 11 1 11111111111111111 111 111d ills IIIIIIIIIInIIII I It111 IIIII II IIIIII i tim FD ❑ FT' 1 11 IIll 11 111111 1111 II II 11 11 1 11 11 111 111 d [ l Ed F❑(}' FID F1' Fes' III 111 1 II IIIIII III 11 11 a Idi a ❑ FH-1 1 11 11111111111 lilt, 1111 FTT-1 FH-1 ❑❑ ❑l llll 111 1l 1l II II I lll 1111 I�1 11111 [C® ❑ FH-1 [:E1 111 IIIIII IIIIII IIIIII I Illltllllllll IIIIII ll 1 I 111111111 111111 1 I II IIId iiii 111111111111111111111 IIIt1 IIIII 1d1 11 1 1 IIIII I C4 ❑ r l IIIII 11 11 II I I I ul u u l u 1 II I l l II II I l l ll ll IIIII 1 1 1 F TFFF] FH-1 1.5 SUBMITTALS E611 ❑ ❑ S FTTI Ed A F1ID l 11 1 111111 11 11111u: T TFIT-T'r FT' I II II II 111111111 11 1 m❑ CB❑ 1.6 INFORMATIONAL SUBMITTALS [NOT USED] [9❑ [D❑ 1.7 CLOSEOUT SUBMITTALS [NOT USED] FH-1 PART 2 - PRODUCTS [NOT USED] ■■■ C HILIL11=1 LI® LIELILILI WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SLILILILILILILIQCLILISLE LICE [IDLIISLILICE11cOLI®LI®LICLIMLILICS❑ CPN 105038 ❑ FFIF" Lt IFFH DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0FT77®® CDOS000❑®000®OMDDOS❑ flf m PART 3 - EXECUTION m 3.1 INSTALLERS [NOT USED] m 3.2 EXAMINATION [NOT USED] 411 3.3 PREPARATION [NOT USED] m 3.4 CLOSEOUT PROCEDURE 6 ❑ I❑ ❑ C1' lTT I I I I Ir11 II 1 1 II 111111 111 II 1 11 1111111 1 II 1 II 11111 1 I I I II 1 1 1 LLIJ 7 ❑ m a Lll1L❑ I LLL td [Ell 1 II 11111111111111 1 1 td IFIFIS Er7 8 H19 811 m ❑®l Iiiiii Pill11[MI 111111111 111 I I IIIII Ed11111111111 I I tdMIS ®®8TIFF 911 71171 [}lTTIIIIIr11 II I 1 II 111111 11111111 II111111 11 111 11111 IIIIItLLtL]11111111 II11111111111111 1111111111 1 1 tdTm-S� m❑ 0®4= FH-1 C❑ I IIIII 11111111 I I 111 IIIII I FH-1 [D ❑®11111111 111111 11111 11 1111 I IIIItFFT 1 11111 11111 1111111111 11(CfFFTF r 1 111 II II II 111111111 I1111 1111111 IIIII J❑ FH-1 ❑ 1411 F-El ❑EECTIFFM®I 111 II1111111111111111111 IIIII111111111111 II hill 1111FFT a FH-1 m ❑1 111II I 1 11 111111111 1111111111111111111 11 1 11 Hill I IIII I u(I"ITT171111111111 111111 I1111 11(11® E6 ❑ ❑ r [LuaLiffi 1111 1 II I I I II II IIa l 11 1 II 11 11 111 111 1 11 11 tF ®® 11111 1111 1111111111 11 1 11 hill I E711 rl 11 1 11 1111111111 1111111 11111 111 11111ud1 111111 11111 111 Its [� L811 [D ❑1 II 1 11111111 I II IrI11111l 1111 IIIII I1IrLL1 ❑ [d111u1111111111 tl JI1111 1111111 IIIII JLI 1911 rEd®[ID Cdl:jd1 11111111111 I II III 111111 tlum 1111111111111 I III 11 [:'1 11II 1111 1111111 1111III 1111 IIIII 1111 111111 I LD❑ Cum FH-1 m ❑F-M1111 11111 11111 11 11 II II I 111111111 11111111 thEdl1111 111111111111 1 1 1 IItITf1TTL H EE11t r=d� FH-1 EIE EfA'[t1 11111111 1 11 1 111 FH-1 471 ❑1 1 1 1111 1 11 111111111 1111 11111 FT II III11111 II IIIIIdl [IT II II II III III II1111 I -TT" r® 1411 1 1 I I I I 111 I 111 I 111 t❑IIIIIIIIII 111 11 1 lit Ed ® Ill Hill 11 Hill11 11 1111 I I FTM IIIIIIIIIIIII I FH-1 I1111111111 I1111 II11111 U;I1I1I IIII1I IIII I IIIt1 11 11 11 1 1 IN 111111 ®III 1 1111111111 1 1 11 11 1 1 11 111111TIT- fl Lei❑ 1111 II111 hill Hill Hill IIIIt� E711 [D ❑rLlldl II II IIIII II I I I I I II 1111 11 11 h❑1❑ Fu-r�M1111111111u 1111111 11 111111111 mill 111111 11111 1111 11111111111 IIIII E8H LL1ti Iii111 1111111 11111IIIII 111 111111111111 11111IIt1111dITIM ®❑ EE SFFFFFfl7dTM7FFF-i® m❑ m ❑d1 III 1 111111111111111 II d[Ek1 II II II II1111 11r1[-d[M1111I III IIt11 1III1111 t I I II 1III II II II III II 11II Iii I I I I I I I I I I FH-1 m III iiii11111111111111111IHill IIIIIIIIIu1I111 Will IIIIIIIYI I111111dIIii1IIIIIiiIIII I I FH-1 d❑ I IIIII 111111 1111 I FH-1 F-El 711= 1411 HEI I111111IIIIIIII I FH-1 m ❑❑Cd❑ E611 m ❑FTFt III IIIu1IIIII I EdMiiu111I111111u u11thI Fill 111111111111111 m❑ FFF LS❑ ❑❑ 1711 I1111 IIIII IIIIt'm� 1911 m ❑I 11III III IICI:❑ kI 11 11 11 111111111 IIIIIIlld[ TfFFF Ji I1111 I 1 1111 1 1 11 1111111111111 111111111 11 1 11 I1111 1 4011 1111111 II1111 1111III 1111 lilt FmIIIIIII II I I II11111111 Hill II111 III Item I II IIIII II 1111Tr[THS ■■ ■■ ■■■i 1111■111 ■■■■ ■I■11111111■ C ®❑®®000® ❑00LI0 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SODLIODDOQCDLISLE LICE ®O[SDOCEILCO❑®❑®LICOMDOCS❑ CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 0M7®® CLILISLILILILI®LIDO®LIMLILILIS❑ I II II I 1111111111111 I 11E] m C m d EFI❑Tf f T r. TITf Ir I FFFF1 m 1-ddiiiiilIIIIulllr❑1T1 m FTI n❑ FTMF-M ❑rn MFFFTM 411 m SFFT� IEI ❑ [D m❑ mdI II I I I III I III I IIU INN f l l III I I I I I I I I III I iiTm 611 d❑CiI uuIIIiiINI—T FmFm 711 EEI ❑FFFt FTI❑Ilr❑n TrFd❑ 811 EID CEO J 1 LLLul I III 111111 II 1111 111;1 111 911 m ❑ t [1[k ❑ I I III II IIII II II 11 lll;®� ED ❑ ❑❑ ❑EHEt ITT IFTIFIM I I III I I I i I I I [ID m ❑TTAIIIII I III IIIII I I IIIII III IIIII IIIIIIIIIrml IIIIIIIII IIIIId[$FFFFF] [ID ❑ I IIII I111 I IIIIIII III 1 1 1dLI FMG='EX❑L11TFF I111111111111 11 1 11I11❑❑T}FFFF1 [ID I II I I I III III II I III Hill I III I1I d yi 6I ,II II I I I I, I II, I IITTTITTT❑ FFIFINI II I III II I l 11l r FFH 1411 3.5 REPAIR / RESTORATION [NOT USED] FH-1 3.6 IU INSTALLATION [NOT USED] E611 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] Ev❑ 3.8 SYSTEM STARTUP [NOT USED] EB❑ 3.9 ADJUSTING [NOT USED] E91E] 3.10 CLEANING [NOT USED] ED❑ 3.11 CLOSEOUT ACTIVITIES [NOT USED] EID 3.12 PROTECTION [NOT USED] EID 3.13 MAINTENANCE [NOT USED] EID 3.14 ATTACHMENTS [NOT USED] 1411 END OF SECTION [I ■ ❑❑❑❑❑ ❑❑Mm S❑MM❑❑❑1]❑[C❑❑❑G❑❑ ❑FID❑FID) ❑❑❑ M FID ❑ FZ711 7174 FC T ddI11, ii n i u 1 1 1 1 1 ii ii a iur IT 7FII 7T] ❑❑®[TIlF 71 ❑7fl(rT17r f Tf # [u1 T m 1111 FT1 C ®LIL11=1 LI® LILILILILI WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE SLILILILILILILII3CLILISLE] LICE ®LIISLILIC®[ICLILI®LI®LICLIMLILICS❑ CPN 105038 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- 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 01 33 00 . All submittals shall be approved by the City prior to delivery. 11rim 101117 4511u IFN 11110.3 ILI11:310F 10 01F.1 ci A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 '/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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 78 23 - 2 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 3. 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 in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 78 23 - 3 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 3. 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 78 23 - 4 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 f. 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 01 78 23 - 5 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 CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised December 20, 2012 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 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 future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017839-2 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] 2.2 RECORD DOCUMENTS 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 WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 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, in accordance with the intervals set forth in Section 01 71 23, 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. 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. CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 017839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F APPENDIX GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 LINESTYLE LEGEND ELECTRIC- E1 -ONCOR OVERHEAD ELECTRIC — — — OHE1 (C)--- ONCOR ELECTRIC — — — El(C) — — — ONCOR OVERHEAD CABLE TV- — — OHCATVI(C) — - SPECTRUM ELECTRIC — — — El(D) — — — ONCOR OVERHEAD TELEPHONE- — — OHTI(C)— — — - AT&T ELECTRIC E2 -CITY OF FORT WORTH OVERHEAD FIBER OPTIC- — —OHF01(C)— — — AT&T ELECTRIC — — — E2(C) — — — CITY OF FORT WORTH GAS G1 - ATMOS ELECTRIC — —— E2(D) — — — CITY OF FORT WORTH GAS — —— GI (C) — — — ATMOS ELECTRIC E3 -PRIVATE GAS--- GI(D) — — — ATMOS ELECTRIC — — — E3(C) — — — PRIVATE WATER W1 - CITY OF FORT WORTH ELECTRIC — —— E3(D) — — — PRIVATE WATER — — — W1 (C) — — — CITY OF FORT WORTH CABLE TV CATV1 SPECTRUM WATER — — — WI(D) — — — CITY OF FORT WORTH CABLE TV- — —CATV1(C)— — — SPECTRUM WATER W2 - PRIVATE CABLE TV - — —CATV1 (D)— — — SPECTRUM WATER — — — W2 (C) — — — PRIVATE FIBER OPTIC F01 -AT&T WATER — — — W2(D) — — — PRIVATE FIBER OPTIC — — — F01(C)— — — AT&T WASTEWATER WWI - CITY OF FORT WORTH FIBER OPTIC - — — F01(D) — — — AT&T WASTEWATER — — — WWI(C)— — — CITY OF FORT WORTH FIBER OPTIC F02 -ZAYO WASTEWATER — — — WWI (D) — — — CITY OF FORT WORTH FIBER OPTIC ---F02(C)--- ZAYO WASTEWATER WW2 - PRIVATE FIBER OPTIC - — — F02(D) — — — ZAYO WASTEWATER — — — WW2(C) — — — PRIVATE TELEPHONE - T1 -AT&T WASTEWATER — — — WW2 (D) — — — PRIVATE TELEPHONE — — — TI(C) — — — AT&T STORMWATER STM1 - CITY OF FORT WORTH TELEPHONE — — — TI(D) — — — AT&T STORMWATER - — — STM1(C) — — — CITY OF FORT WORTH STORMWATER- — — STM1 (D) — — — CITY OF FORT WORTH STORMWATER STM2 - PRIVATE IQUALITY LEVEL LEGENDI STORMWATER - — — STM2(C) — — — PRIVATE STORMWATER - — — STM2(D) — — — PRIVATE — — — WWI — — - QUALITY LEVEL B ---WW1 (C)----WWI(C)---WW1 (C)— —- QUALITY LEVEL C -- WWI (D) — — — — WW1 (D)---- WWI (D) — — QUALITY LEVEL D UTILITY QUALITY LEVEL B: INFORMATION OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES. QUALITY LEVEL B DATA SHOULD BE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES DEFINED BY THE PROJECT AND REDUCED ONTO PLAN DOCUMENTS. UTILITY QUALITY LEVEL C: INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION UTILITY QUALITY LEVEL D: INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS. CONTACT LIST COMPANY Atmos Midtx AT&T Centurylink City of Fort Worth ExteNet Systems Oncor UTILITY COORDINATOR Daniel Goette James (Jesse) Johnson Daniel Ellison Brienna Fields Spectrum Mary Pimentel Hague mllaM pa�kina, Ins 5257 N.--id. D—, Sn ,e. T 517.556.5—phn1 .3-2815 ra .AA.. by dale TSPr.P-2a01 T5P15. 10011600, 10011601, 101 w551 SYMBOL LEGEND I OW GENERIC WATER FEATURE ❑ AIR RELEASE VALVE O WATER VENT PIPE OO WATER MANHOLE FIRE HYDRANT ® WATER METER WATER VALVE BOX WATER VALVE O CATHODIC PROTECTION O FIRE ALARM SPRINKLER PHOTO TAKEN HERE JO F.D.C. CONNECTIONS O WASTEWATER MANHOLE ELECTRIC PEDESTAL SEWER CLEAN OUT ELECTRIC MANHOLE so STORM MANHOLE ® ELECTRIC METER STORM SEWER INLET OE ELECTRIC JUNCTION BOX 0 STORM CLEAN OUT Oj MOUNTED JUNCTION BOX O ROOF DRAIN ELECTRIC PULLBOX O GAS MANHOLE OO HIGH MAST LIGHTING TOWER ® GAS METER ELECTRIC TRANSFORMER GAS VALVE yy�, O GAS TEST STATION TRAFFIC CAMERA EdCATV PEDESTAL LUMINAIRE STANDARD �CATV SERVICE BOX SIGNAL CONTROL PANEL (a TELEPHONE MANHOLE ® POWER POLE M TELEPHONE PEDESTAL POWER POLE WITH RISER 0 TELEPHONE POLE S ILLUMINATION POLE TELEPHONE HAND HOLE GUY ANCHOR O JUNCTION BOX O GUY POLE DEADMAN TELEPHONE REPEATER 6_ SOLAR PANEL FIBER OPTIC HAND HOLE ® TRAFFIC SIGNAL BOX ® FIBER OPTIC JUNCTION BOX 0 STREET SIGN O FIBER OPTIC MANHOLE ® TRAFFIC SIGNAL POLE ® COMMUNICATION BOX O GENERIC MANHOLE Q UTILITY MARKER POST �y LEVEL 'A' TEST HOLE C� RAILROAD SIGNAL -q Q CONTROL POINT OTOWER TRAFFIC SIGNAL PEDESTAL FAUCET LINES ON BUILDING EXTERIOR PHONE E-mail ADDRESS Map.Requests@atmosenergy.com 469-662-4601 g11289@att.com 2513 W E Roberts Dr, Grand Prairie, TX 75051 Daniel.Goette@lumen.com 817-392-8054 James.K.Johnson@fortworthtexas.gov 200 Texas Street Fort Worth, TX 76102 866-892-5327 noc*extenetsystems.com 3030 Warrenville Rd, Lisle, IL 60532 DistributionGISDoncor.com 777 Main Street, u 707, Fort Worth, TX 76102 888-519-9188 forcerelos@kinetic-eng.com 1585 Jameson Road Van Alstyne, TX 75495 -awlscale� = it I JPS HOSPITAL 1 JP522351 i _ azn �e �i�a�+K1/2022 sheaf NSA UTILITY LEGEND t � 11�1�"e I,icooeoGS N/A AUGUST 2022 ^ P ivziizozz j q1\`,� _I JP$ MOB Parking Garage 8" W1 (D) 10"WW1(B) 6"G1 (D) WWI (I INVESTIGATION LIMITS �42" STM1(B) E2(B)—/ INSET —46"x6O" ARCH 1 STM1(BI — 6"G1(B) —42" STM1(B) 10"WW1(B) —10"WW1(B) 42"RCP STM J \'" 1 (D) 12" W1 (D) 12" W1(D) E2(B) J INVESTIGATION LIMITS MATCHLINE A 0 SCALE: I" = 40' HOR. F02(B) — WI (D) 8" " ` k JPS HOSPITAL I T. P.-W. s mlla N vnrkina, Inc �S.T /_ E v sl JPS 22351 .plan o;nn, snlln taa I m.b Irma np,•,% shed o . .:n. xal ax eon i` �n vew a Lee / n w EXISITING UTILITY PLAN elTaae.n Tevaxe.aela r. i Ir'=40 0 i� d r h9 Itooeau_ tvzi izozz 2 S:100 °10 hi/n 4�A <,"e E � = JPS MOB Parkin Gara e I \ ne. revuren by daM Tcvv.v-xao, Tev15. 1oo11aoo, laattaat, tatveael AUGUST 2022 g 9 1 MATCHLINE A 8" W1 (D) W. MORPHY ST. I� 10"WW1 (B) 42"RCP STM1(C) 21"RCP STM1(D)� 1 2" W1 (C) 4"PVC, STM2(D)� 8"WW1(C)- 54"RCP — STM1 (B) 8" W1 (C) T —) �— C1 \ 21"RCP STM1 (D) 6"WW1 (D) 24"RCP STM1 (D) �G1(B) —^\ � 8"WW2(B) -18" G1(B� —F WW2 21"RCP J E3 STM1 (Dw L FRENCH DRAIN- -'6" FIRE LINE — BACKFLOW PREVENT FRENCH DRAIN- 0 SCALE: I" = 40' HOR, F02(B) I 12"W1(D) Fm F02 (B) I OHE2(C) i i -16"Wi (G -12"W1 (D) 'ABANDONED INVESTIGATION LIMITS UNABLE TO OPEN DUE TO TRAFFIC -16" W1(C) PHOTO 1 I I I I �E2(B) I I I I \I F02(B) .—NO LINES I CONNECTING TO MH PER CITY MAPS 6"Wi(D) scale ..... ..n..d.n,i I.. —� •�•••'o,", I JPS HOSPITAL JPs22951 saa� . -1h, . a1T-713I mb mi .xo v a L ee •�,����(/,�,vC/EXISITING UTILITY PLAN _ l117,1 —40.t . np sheer nooaax: oizi izozz 3 —W.. by dale TePr.r-xao;iar�s.10011600,10011601,10194381 AUGUST RORY JPS MOB Parking Garage ���roxn`��� 111 0 SCALE: I" = 40' HOR. I I W I F I El! Q CA a I INVESTIGATION S U Z LUo I LIMITS — — OQ > N I F02(B) J i�f'I \ Z ❑ IA C9 I O � Ir y 7 o- o W. MAGNOLIA AVE. I r, I U O I o2-F01 (B) cl I �- CATV1 (D) I I I I I P - I I I I >❑ U I I I .e Q O 1 y I � l V�l OINVESTIGATIONLIMITSMATCHLINE A fR >rr �`.`n°I�e, �'— �L^p�•yl JPS HOSPITAL JPS 22251 s o a.,h j .-., s"e.10a 1 m.e m.a i v w p. L •rr�//l7 Q sheaf WWW o 117,1m eo. nxo ee •�1..�..m'-' EXIST. COMMUNICATION UTILITY PLAN Il OF 2) etTase.n Tev.ve.aela r. 1"-40' t n hi tt,t t- toizi izozz 4 r+/A 4�A <,�E E = JPS MOB Parkin Garage 1..rOe nv aem T,Pr. r.a00, TeP1e.10011600,10011601,10194381 AUGUST 2.22 '���.N.","���� III g g 111 MATCHLINE A W. MORPHY ST. CATV1(B) INVESTIGATION LIMITS bawwwwt10 l wl :ALE: I" = 40' HOR. (B) szaT ra Rry .11..d w..xm., m. T'.`n°le�. ' _ •••••. yl JPS HOSPITALawl JP522111 allw.n w.nxtlt.o '.. m10° 11eo m.a i o`E �fw ( ) sheaf wu aEw w. cE •�/ / 6 . ice_ C.� EXIST. COMMUNICATION UTILITY PLAN 2 OF 2 nT.aad.nya px en.aad.:eta f. 1..-40' ttooea W�"_/�"--` �n....m hp o u taiztizozz 5 N/A yoe :'r�E�o = JPS MOB Parking Garage \ne. reviaien by d.. Terr.w-aagTwrls.1oo11bao,laotteot,totwaal AUGUST2022 11�`oup`��= 111 8" W1 (D) INVESTIGATION LIMITS E1 (B) F1� --- WI (D) 6"G1 (D) cIr"D;Z 12" W1 (D) E2(B) 0 SCALE: I" = 40' HOR. 'T' -A) E2(B) I a" w1 (D) W _ > e" w1 (D) I�FI I I Z o up C _ 0 I 3 W X \ 4A I I ai ® Nei \ _ I ❑ 12" W1 (C)1 0� E1 (B) y I 12" W1 (6) II �Gj 2" w1 (D>II — I -- El -- W1 (C) —ni _— W1 (C� — — — W1 (C) —� — W1 (C—L-- w1 — — ❑ I ) -- --- W1 ( ---- W1 (C) ---7— W1 (.C) WrMAGN L4A—AVE N1 (D)-----TWi (D) W — — — W1 (D) --tea (Dj —I— W1 (D) —( INw 7L,w - - — -r r� G1 (B) v I I ' E3 (B) i G1 (B)1 fD � 7 I y 12"W1 (D) ABA DONE G1 (B) E1 (B) I I 1 1 -E2 I �E3 (B) J I III/ �I �E3 (B) 11 ❑ o E3 11.4 OHE1(C) W 1 II Y., E > I UNABLE TO OPEN -CC I OUT OF SERVICE PER HOSPITAL I p ?L �OHE1 (C) E1 \ r C toll I E3 (B) O I 8" W1 (D) — INVESTIGATIONS G I E3 [` ABANDONED LIMITS�1 (D) I M A T C H L I N E A --- --,�, --- ,�, --- . ...11— .,ki-, - —� `,`na1�e„� {�(�• yr /7 /� // I JPS HOSPITAL JPS ]3951 s o a1h,T � 7613rotea l rn.e tone i� Ew p. L �f/�/ / O .!/. Y .. EXIST. WATER, GAS, 8 ELECTRIC UTILITY PLAN 0 of 2) sheaf er/ase.s"rv... n 117,1 e.aels r. i'�� �/ 1 -40. nxo ce 1..�..m'-' D,.."_� tn ooa4x: a.z,.zozz r+/A A JPS MOB Parkin Garage .. W.. by 4.m Terr.r.:Jo,.erle.loolleoo,lo.,,eo,,,.,..381 AUGUSTRORR '���.N',,,, III g g 111 8" W1 (D) 1 --,•6" FIRE LINE /�B) Y BACKFLOW PREVENTER W. MORPHY ST. _ L I _ o° 1 W1 (C) 8" W1 (C) 2" G1 (B) 777" V'� 1 3" METER 111- T 7 1-1 Serviced by Oi Solar Panels �— E3 y w ( LL - r1 =1 (B) Q -I ABANDONED ~ 4" METER � I —I. 18" G1 (6) Xwm (Fl n OHE1 (C) 'I OHE1 (C) / I a FELIKS GWOZDZ" PL. II 12"W1 (C) (c) w1 (C) ---- — — — — w1 (C) -- wl (C) —� �+H(Q J�-- . -- 12"W1 (C) 6" G1(B) INVESTIGATION LIMITS 6"W1(D) 0 W-.�� j $GALE: I" = 40' HOR. �12"W1 (D) e noll arM parkins, In. �� A--t ,TJPS HOSPITALJP522351 w.nT.z.: �ala� �� J`4(+EXIST. WATER, GAS, 8 ELECTRIC UTILITY PLAN (2of 2) 31, TBP.:10 I1 BiI.BBe.l8 1la rvpq . a c c[ III TBPF:F-R]D; TBPLB�w�118'OO,L10011601, 101 WBB1 �'90 IE10084U �¢� 10/21 /2022..A.W. by Iaele ) _ 11s1\\o'"; JPS MOB Parking Garage J 10"WW1(B) f---------------------------------------------------------- I 8"WW1(B) 8"WW1(B) N Lu STM1(D)� INVESTIGATIONS Q LIMITS y_ 0 UNABLE TO OPEN COVERED NBY ASPHALT Il• 6"WW1 (B) � � r ° I W. MAGNOLIA AVE. -- WWI (DA' I M" ARCH ST1(B�I r 16"PVC STM(B) p '^ STM1 (B) 6"WW1 (B) — -- 10"WW1 (B) I III — w — � WWI (D)I - — � 42"RCP STM6"WW1 (D) 1 (D) I � Y rf L—SIMI(D)----STM)(D)----STM)(D)— r French INVESTIGATION r a Drains LIMITS MATCHLINE A FRENCH DRAIN 5 a ua mll arM parkins, Inz Qerh,—.e 13],0p 117.336.3772 ph 817.336.2913,n revurnn by d.. TBPE.-30• T-5 0011600 `10011601, 10194381 �r 0 SCALE: I" = 40' HOR. lJ a ��� E����.ill ///��� JPS HOSPITAL JP522351 1 Inek Inns i z A L .1/� sheaf kor � � t n cE EXIST. STORM DRAIN 8 WASTEWATER UTILITY PLAN (1 of 2) Ir'-40• xo u N A 1�19�"'e 1 c°eo _ toizi izozz $ AUGUST 2022 hJPS MOB Parking Garage W. MORPHY ST. 10°WW1(B) 42"RCP STM1(C) 21"RCP STMI(D)� 4"PVC STM2(D) 8"WW1 (C) 54"RCP - STM1 (B) i 21"RCP STM1 (D) 6"WW1 ( D ) 24"RCP STM1 (D) — — WWz 21-"RCP —' STM1 (D) T \` �A WW2(D) �� I L8"WW2(B) UNABLE TO STM2(D) OPEN UNABLE TO OPEN --STM2 In, --- I— ABANDONED g I p �8" STM1(D) 1. 4"WW2(D) p. FRENCH DRAIN GRATE INLET 533] N uBa mll aM peaking, In. I Enew.�xtlTe� ;.,3n� ,e0 817.3-5—ph—.3-28131a \pp. re nun by dale TBPE:Ea ,TBn 1oonnaa `100n501,10194381 UNABLE TO ROD 10"WW1(C) UNABLE TO )a- OPEN DUE TO 8"WW1(D) TM1(D r TMI (D) — TRAFFIC �g!ELIKS GWOZDZ PL. f 0 u J �— rt----� —--------�q �- 8" STM1(D) ri "WW1(GRC 36"P SMiD)) INVESTIGATION —10"TW(D-�. 8"WW1 (D) IMITS INVESTIGATION LIMITS -UNABLE TO OPEN DUE TO TRAFFIC NO LINES CONNECTING TO MH PER CITY MAPS O SCALE: I" = 40' HOR. �� le a _= E"" Yh I I JPS HOSPITAL '• S'4ggs: //77 JPS R]351 1l_ xnalnn / �w xEw a. L CE •wj/ sheet lWl v�vv I EXIST. STORM DRAIN 8 WASTEWATER UTILITY PLANI4 OF 2) n p Ia'-40• uo u �j.n 110084 N A Jl:oAf <,�E„5co a`�� 1 vz vzozz 9 Aua;usr sons III1��m„q���r JPS MOB Parking Garage DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS FOR JPS PARKING GARAGE STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 105038 Revised July 1, 2011 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. - CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Water & Sewer - Manholes & Bases/Commments 33-39-10 (Rev 2/3/16), ' 111 1 07/23/97 33 05 13 Urethane Hydrophilic Waterston Asahi Kogvo K.K. Adeka Ultra -Seal P-201 ASTM D2240/1)412/D792 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 Coro. 2504G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rives Ladtech, Inc HDPE Adjustment Rine Traffic and Non -traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WmaidSeal Manhole Encapsulation System er - a oles & Bases/Fiberglass 33-39-13 ! 1/26/99773 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtim ASTM 3753 Non -traffic area 08/30/0639 13 Fiberglass Manhole L.F. Manufaeturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 )Rev 2/3/161 33 05 13Manhole Frames and Covers I Western Iron Works, Bass & Hays Foundry 1001 1 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 McKinlcv Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Fomdry R-1272 ASTM A48 & AASHTO M306 24" Dia. I 08/24/11 311111 Manhole Frames and Covers Neenah Foundry R- 165-LM (Haired) ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 1 08/24/18 33 05 13 Manhole Frames and Covers Neenah Fomdry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 1 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Casting 24" dia. 1 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 1 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 1 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Desians AASFITO M306-04 30" Dia. 1 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Conamation MH1651FWN & MH16502 30" Dia 1 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pine Products MH32FTWSS-DC 30" Dia 1 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heaw Dutv with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO MI 05 & ASTM A536 30" Dia 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/ Lock 0111111 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Fhng 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 Pamnght 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western From Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers A—ast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Prrvate Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete ( tev 1/8/13), 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 449 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. 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 Oldcastle 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 Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterm 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 Forterm Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" ASTM C-478; ASTM C-923; I 04/28/07 1 IManholc, Precast (Reinforced Polvmcr) Concrete I Amiteoh USA I Mever Polvcrete Pipe I Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitious EI-14 Manhole Rehab Svstems Ouadex 04/23/01 EI-14 Manhole Rehab Svstems Standard Cement Materials. Inc. Reliner MSP E I-14 Manhole Rehab Systems AP/M Permaform 4120/01 EI-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab Systm e 5/12/03 E I-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair f FlexKrete Technologies Vinvl Polvester Repair Product Misc. Use * From Original Standard Products List DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. - CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 I 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coming ASTM D639/D790 I I 12/14/01 Coating for Corrosion motection(Exteriod ERTECH Series 20230 and 2100 (Asohatic Emulsion) Structures Onlv I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIHB, Sl, S2 Acid Resistance Test Sewer Applications I I 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I wupymouug imu-rwciw oymy ro. n uo. •,oa wg vi wuucw 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams Grade (Asphalt Emulsion) Structures Only I lWater & Sewer - Manhole Inserts - Field ODerations Use Onlv (Rev 2/3/16) I 33 05 13 Manhole Insert 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 * 33 05 13 Manhole Insert Noth -Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. Lifesaver - Stainless Steel For 24" dia. I I 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" din I I l Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/ I 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Cum Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Sminless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 I l Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/131 I I * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell -Tits Ductile Iron Pressure Pipe, AW WA C150, C151 3" thin 24" I I 08/24/18 33 11 10 Ductile Iran Pipe American Ductile Iran Pipe Co. American Fastite Pipe Bell Spigot) AW WA C150, C151 4" thin 30" I 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C 151 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).Ell I I I (Sewer - Coatings/EDolL 33-39-60 (01/08/13). I 02/25/02 Epoxy Lining System Sauereisen, Inc S—Gard 21 ORS LA County #210-1.33 I 12/14/01 Epoxy Lining System E tmh Technical Coatings Ertech 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Indmon Protecto 401 ASTM B-117 Ductile Iran Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S IHB, 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 (Sewer - Coatings/Polvurethane I I I Sewer - Combination Air Valves I OS/25/18 I 33-31-70 Air Release Valve ARI. USA, Inc. D021LTP02(Compwiw Body) 2" I I Sewer - Piues/Concrete I IE I-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 I EI-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item 977 ASTM C 76 I I EI-04 Conc. Pipe, Reinforced Hanson Concrete Products &PI=d:'`%'.7c .:_/.." ^- = ASTM C 76 I IE1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 I I Sewer - Pioe Enlargment Svstem (Method)33-31-23 (01/18/13) I System PBv1 Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems �P_ McLat Construction Polyethylene Houston, Texas Approved Previously I TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously I I Sewer - PIDe/Fl eTTrg�ITe—inforced/ 33-1� /8/13) I 7/21/97 33 3l l3 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non -Pressure) ASTM D3262/D3754 I 03/22/10 333 13 Fiberglass Pipe (FRP) Amomn Bondstrand RPMP Pipe ASTM D3262/D3754 I 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe FRP Thompson Pie Group Thompson Pipe Flowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 er Pine 4/14/05 Polymer Modified Concrete Pipe Amitech USA Mover Polycrete Pioe ASTM C33, A276, F477 8" tp 102", Class V I06/09/10 El-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 I �Pioes/HDPE 33-31-23(1/8/13) * From Original Standard Products List DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORTWORTH. 12/02/11 10/22/14 12/23/97* * 01/18/18 I 11/11/98 I 09/11/12 05/06/05 I 04/27/06 I 3/19/2011 3/19/2018 3/29/2019 10/21/2020 10/22/2020 10/21/2020 05/03/99 05/29/96 I 11/03/98 I 12/04/00 06/09/03 09/26/91 09/26/91 11/10/10 11/10/10 05/16/11 CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 polyethylene pipe PhillipsDnscepipe, hic. Ornicore Ductile Polyethylene Pipe ASTM D 1248igh-deny [Jigh-den:' polyethylene pipe Plexco InASTMD1248hgh-density polyethylene pipe Polly Pipe, Ina ASTM D 1248 8"lrgh-density polyethylene pipe CSR Hydro Condmt/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - PIDes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 33-11-1� DR PVC Pressure Pipe Prpelife letsheam PVC Pressure Pipe AW WA C900 4" thra 12" 33-11-12 DR-14 PVC Pressure Pipe Royal Budding Products Royal Seal PVC Pressure Pipe AW WA C900 4" thra 12" Sewer- P1Des/PVC* 33-31-20 (7/1/13), 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pipe 33-31-20 PVC Sewer Pir 33-31-20 PVC Solid Wall Pipe 33-31-20 PVC Sewer Fittings 33-31-20 PVC Sewer Fittings 33 3120 PVC Sewer Pipe 33 3120 PVC Sewer Pipe 33 31 20 Gasketed Fittings (PVC) 33 31 20 PVC Sewer Pipe 33 3120 PVC Sewer Pipe 33 3120 PVC Sewer Pipe Sewer - PiDes e7 -M-Fl= 33-31-12 (01/18/131 Cured in Place Pipe 7 Cured in Place Pipe Cured in Place Pipe Sewer - Pioes/Rehab/Fold & Farm Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe Fold and Form Pipe J-M Manufacturing Co., Inc. (1M Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc. (1M Eagle) Prpelife Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Ine.(Westlake) Prpelife Jet Stream Prpelife Jet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) hamitboun Texark, Inc National Envirotech Group Reynolds hic/lnhner Technolgy (Inliner Cullum Pipe Systems, Inc. Insituforin Technologies, Inc. American Pipe & Plastics, Inc. Ultralmer Miller Pipehne Com. Sewer - PiDeS/ODen Profile Lane Diameter i E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) Steel Reinforced Polyethylene Pipe ConTech Construction Products SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Fittings SDR 35 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item 427 Inliner Technology Insitufurm "NuPIpe" Ultrahner PVC Alloy Pipelmer EX Method Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Cormgated) S—Tite HP Triple Wall Pipe Dorm- ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504- F-1947 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 4" - 15" 4" thin 15" 4" thin 15" 4" thra 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 11" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" Demo. Purpose Only I Up to 18" diameter 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" * From Original Standard Products List DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. - CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 01/18/18 I 33-12-10 Double Strap Saddle Romac 08/28/02 Double Strap Saddle Smith Blair 07/23/12 33-12-10 Double Strap Service Saddle Mueller Comps 202NS Nylon Coated I AWWA C800 #317 Nylon Coated Double Strap Saddle Updated: 03/07/2023 1"-2" SVC, up to 24" Pipe I DR2S Double (SS) Stran DI Saddle I AWWA C800 1 1"-2" SVC. no to 24" I :1121/:7 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 61OMT 3/4" and 1"112717 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M I'/? and 2" FB600-7NL, FB1600-7-NL, FV23-777-W-NL, 5/21/2011 33,12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. L22-77NL AWWA C800 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AW WA C800 1-1/2" FB600A-NL, FB1600-4-NL, B11-444-WR- 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 " B-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, 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taos on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM 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 Steep JCM 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 Steep Rcaa- 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 Powemeal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-lEPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inu DFW39C-12-lEPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF 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 (Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/13) Water - Combination Air Release 33-31-70 (01/08/13) E I-1 l Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E 1-1 l Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" * E I -I l Combination Air Release Valve Valve and Primer Com. APCO 4143C, 4145C and 4147C 1", 2" & 3" `er - Dry Barrel Fire Hvdrants 33-12-40 (01/15/14) 10/0l/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shoo Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shoo 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 Shoo Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shoo Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 10/14/87 E-1-12 Div Barrel Fire Hydrant Mueller Coconino,A-423 Centurion AWWA C-502 01/15/88 E1-12 Div Barrel Fire Hvdrmt Mueller Coconino, A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Div Barrel Fire Hvdrmt U.S. Pipe&Foundiv Shoo Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Div Barrel Fire Hvdrmt American Flow Control AFC Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Div Barrel Fire Hvdrmt EI (East Jordan Iron Works) WaterMaster 5CD250 02/05/93 1 E101-5 Detector Check Meter I Ames Comoanv Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersev Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. - CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewerl2il2e larger than 15 inch diameter shall be apl2roved for use by the Water Department on al2roject sl2ecific basis. Special bedding maybe re uired for some pipes. Approval I 1 l u Manufacturer Model1National (Water - PiDes/PVC (Pressure Waterl 33-31-70 (01/08/13) I 01/18/18 33-I1-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 4"-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Prpelife Jet Stream DR14 AWWA C900 4"-12" I I 3/19/2018 33 11 12 PVC Pressure Pipe Prpelife Jet Stream DR18 AWWA C900 16"-24" I I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 14 AWWA C900 4"-12" I 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Comoration DR 18 AWWA C900 16"-24" AWWA C900-16 UL 1285 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSIMSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 " ,rt ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" I Water - PlDes/VBlves & Fittlnas/Duetile Iron Fittings 33-11-11 I 07/23/92 E1-07 Ductile Iron Fittings star Pipe Products, Inc Mechanical Joint Fittings AWWA C153 & C110 I * EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittir I AWWA C 110 I * E1-07 Ductile Iron Finings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB lass 350 AWWA C 153, C 110, C 111 I 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 I 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" I 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Un -Flange Uni-Flange Series 1400 AW WA Cl l l/C153 4" to 36" I 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Unr-Flange Uni-Flange Series 1500 Circle -Lock AWWA Cl l l/C153 4" to 24" I 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fining AWWA C1I 1/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 C1I 1/C116/C153 4" to 1" I I 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (f PVC Pipe) AWWA C1I 1/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 Cl l l/C153 4" to 10" I I 03/06/19 33-11-11 Mechanical Joint Retamer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA Cl l l/C153 4" to 12" I I 08/05/04 E1-07 Mechanical Joint Retamer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA Cl l l/C153 12" to 24" I I 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AW WA C153 4" - 24" I I 10/12/10 E1-24 Interior 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 Stuart, Series 4000 ASTM A536 AW WA C111 I I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA C111 I IEZ Grip Joint Restraint (EZD) Black For DIP I 03/19/18 33-11-11 Mechanical Joint Retain Retainer Glands str SIP Indules(Serampore) ASTM A536 AW WA C111 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I1 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) �` v"p "1°" r,`„ oar.;.,�`V/ r"" 1Vf ` J V✓ ASTM A536 AW WA CI I1 16"-24" I Water - Pioes/Valves & Fittin2s/Resilient Seated Gate Valve* 33-12-20 (05/13/15), I Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawmg 4 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 Flow 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 I" and 48" I I 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" I I 01/24/02 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 AWWA C515 30" and 36" I 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" I 01/28/88 E1-26 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) AWWA C515 16" I 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA 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 Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" I * EI-26 Resilient Seated Crate Valve U.S. Pipe and Foundry Co. Metroseal 250, requirements SPL #74 3" to 16" I 10/26/16 33-12-21 Resilient Seated Gate Valve EJ (East Jordan Iron Works) El FlowMaster Gate Valve & Boxes 08/24/18 I Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" I * From Original Standard Products List DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. - CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 * EI-30 Rubber Seated Butterfly Valve Homy Pratt Co. AW WA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dozurik Valves Co. AW WA C-504 24" and larger 06/12/03 E1-30 Valmahc American Butterfly Valve Valmatic 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 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - Polve�Elene Encasement 33-11-10 (01/08/13) OS/12/OS E1-13 Polyethylene Encasment Ross. Packaging Fulton Entemnses AW WA C105 8 ,it LLD OS/12/OS E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hazdwaze AW WA C105 8 it LLD OS/12/OS E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 it LLD 09/06/19 33-11-11 Polyethylene Encasment Northt— Products Inc. PE Encasement for DIP AW WA C105 8 out LLD 1 Water-tamnlin¢ Station 1 03 717123 33 12 50 1111arer Sampling Station Eclipse Number 88, 12-inch Depth of B As shown ins ee 33 12 50 Water - Automatic Flusher ]0/2l/20 Automated Flushing Swim Mueller Hvdromrd HG2-A-IN--2-PVC-018-LPLG(Permanent) 1 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 89800wc 1 1 04/09/21 Automated Flushing System Kupf le Foundry Company Eclipse 49700 (Portable) 1 * From Original Standard Products List DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 App'o'al Spec No. Classification Manufacturer Model No. National Spec Concrete 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Argos 9/9/2022 03 3000 Mix Design Big D Concrete 9/9/2022 03 3000 Mix Design Big D Concrete 5/2/2023 32 13 13 Mix Design Big D Concrete 9/9/2022 03 3000 Mix Design Big Town Concrete 9/9/2022 03 3000 Mix Design Big Town Concrete 9/9/2022 03 3000 Mix Design Borneo Texas 9/9/2022 03 3000 Mix Design Bumco Texas 9/9/2022 03 3000 Mix Design Borneo Texas 9/9/2022 03 3000 Mix Design Bumco Texas 9/9/2022 03 3000 Mix Design Bumco Texas 9/9/2022 03 3000 Mix Design Borneo Texas 9/9/2022 03 3000 Mix Design Borneo Texas 9/9/2022 03 3000 Mix Design Bumco Texas 9/9/2022 03 3000 Mix Design Borneo Texas 9/9/2022 03 3000 Mix Design Bumco Texas 4/l/2023 03 34 16 Mix Design Borneo Texas 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Carder Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Charleys Concrete 9/9/2022 03 3000 Mix Design Chisholm Trail Redi Mix 9/9/2022 03 3000 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 D10000001791 4500 psi Concrete for Hand Placed Paving D10000001793 4500 psi Concrete for Hand Placed Paving D10000001103 4500 psi Concrete for Hand Placed Paving D10000002107 4500 psi Concrete for Hand Placed Paving D10000001273 4500 psi Concrete for Hand Placed Paving DIOOO0001617 3600 psi Concrete for Machine Placed Paving DIOOO0008381 4500 psi Concrete for HES Paving D I OOO0009857 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 D 1000000 1685 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 55UI20AG 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 10YH50BF 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 DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 3000 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 9/9/2022 03 3000 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 3000 Mix Design City Concrete Company 45NG251I 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design City Concrete Company 50QG25H 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 3000 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design City Concrete Company 36JA001 J 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 3000 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 3000 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 5/5/2023 03 3000 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 3000 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 3000 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 3000 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 3000 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 3000 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 370-1NC 5000 psi Concrete for HES Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 3000 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 3000 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 3000 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 3000 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6/21/2023 03 3000 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 3000 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 3000 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 3000 Mix Design GCH Concrete Services GCHV5 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-l0MQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 161 PSSEM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 3000 mix Design Ingram Concrete & Aggregates 1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 161 PSSEM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT -''*-deih� STANDARD PRODUCTS LIST AS OF 10/04/2023 Conerete(Continued) 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 3000 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 3000 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 3000 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 fill/CSLM 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 3000 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 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 3000 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/7/2023 03 3000 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 3000 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 3000 Mix Design Liquid Stone C361 DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 3000 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 3000 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 3000 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 3000 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable FiIUCLSM 9/9/2022 03 3000 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 3000 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 3000 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 3000 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 3000 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 Q214IK30 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 3000 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 3000 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 3000 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/l/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/l/2023 03 3000 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/l/2023 03 3000 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 (&, 24Im.) for HES Paving 4/l/2023 03 3000 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/l/2023 03 3000 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT —''*_deih� STANDARD PRODUCTS LIST AS OF 10/04/2023 Conerete(Continued) 5/3/2023 03 3000 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 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 3000 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 3000 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 3000 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 3000 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 R2141 R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 3000 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 3000 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 / 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 3000 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 3000 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/12/2023 03 3000 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 3000 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 3000 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 3000 Mix Desing Osbum 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 3000 Mix Design Rapid Redi Mix RRM6320AUP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 3000 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 3000 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 3000 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 3000 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 3000 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 3000 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 3000 Mix Design Redi-Mix 1 OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ram➢s 9/9/2022 03 3000 Mix Design Redi-Mix 1 OJ 11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 3000 Mix Design Redi-Mix 1OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 3000 Mix Design Redi-Mix 1OL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 3000 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 3000 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 3000 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 3000 Mix Design Redi-Mix 1OLI15E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 3000 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 3000 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 3000 Mix Design Redi-Mix 1 OK11524 3600 psi Concrete Mix for Encasement 9/9/2022 03 3000 Mix Design Redi-Mix 1ON11507 4500 psi (2600 psi (il 24Ins.) Concrete Mix for HES Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1 ON 11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 3000 Mix Design Redi-Mix 50KI1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 3000 Mix Design Redi-Mix 1 OM11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1 OM11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 145CDSP4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 3000 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 3000 Mix Design Redi-Mix 10KI15C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 3000 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 3000 Mix Design Redi-Mix 1OLI15C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 3000 Mix Design Redi-Mix 80LI15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 3000 Mix Design Redi-Mix 1ONI15D6 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 3000 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT —''*—deih� STANDARD PRODUCTS LIST AS OF 10/04/2023 Concrete(Continued) 10/10/2022 03 3000 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 3000 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 3000 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 3000 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 3000 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 3000 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 9/9/2022 03 3000 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Tarrant Concrete TCFW6020AIlP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 9/9/2022 03 3000 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi na, 3-days) psi HES Paving 9/9/2022 03 3000 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 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 3000 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 3000 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 3000 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 3000 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 3000 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 3000 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 3000 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 3000 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations As, palt Pavin, 9/9/2022 32216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 11/26/2022 321216 Mix Design 12/5/2022 33 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design 9/9/2022 32 1216 Mix Design Detectable Warm Surface 9/9/2022 32 1320 D7 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 DA5D135965 PG64-22 Type D Fine Surface Austin Asphalt FT5B117965 PG64-22 Type B Fine Base Austin Asphalt FT1B139965 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 Surmount Paving 341DV6422 PG64-22 Type D Fine Surface Surmount Paving 340DV6422 PG64-22 Type D Fine Surface Surmount 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, Inc. (Williamsville, Annor Tile ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver ADA Solutions (Wilmington, MA) Detectable Warning Pavers DocuSign Envelope ID: 2DD0766B-6BEE-44B3-9B55-4BA738D7D98F 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 w 0SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant mco 0SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant om R&O 0SL - Cold Applied, Single Component, Silicone Joint Sealant EadSaver ASTM D5893 9/9/2022 32 1373 Joint Sealant Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utilit} Trench Embedment Sand 9/9/2022 330710 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" Dia.) 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" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dial 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. DocuSign Envelope ID: 2DDO766B-6BEE-44B3-9B55-4BA738D7D98F FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Aploro,al Spec No. Classification Manufacturer Model No. National Spec Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Forterna FRT-1 Ox3-405-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 Forterna FRT-lOx4.5407-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx4.5420-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 3920 Manhole Forterna FRT-4X4-409-PRECAST-TOP (Size - 4' X 4') ASTM C913 10/8/2020 33 3920 Manhole Forterrim FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 10/8/2020 33 3920 Manhole Forterna FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 3920 Manhole Forterna, FRT-5X5-410-PRECAST-BASE (Size - 5' X T) ASTM C913 10/8/2020 33 3920 Manhole Forterna FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/2020 33 3920 Manhole Forterna, 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 3') 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 - 4' X 4') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') 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 - 5' X 51 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X T) 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-6X641 I -PRECAST BASE (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6412-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-7X741 l-PRECAST BASE (Size - TX 71 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-8X841 l-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 8') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8412-PRECAST 5-FT RISER (Size - 8' X 8) ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4) ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - TX 5') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6) ASTM 615 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4) ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8) ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5) ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - TX 8') ASTM C478 8/28/2023 3349 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4') 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 1 portion of the structure (basin) only. Stage 11 portion of the structure are required to be cast in -place. No exceptions to this requirement shallbe allowed Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 13341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS UP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASIITO M330 8/28/2023 33 49 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 8/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 DocuSign Certificate Of Completion Envelope Id: 2DD0766B6BEE44B39B554BA738D7D98F Subject: Complete with DocuSign: 1211529_Second Sub - Contract Documents - BPJV (signed).pdf Source Envelope: Document Pages: 248 Signatures: 1 Certificate Pages: 2 Initials: 0 AutoNav: Enabled Envelopeld Stamping: Enabled Time Zone: (UTC-06:00) Central Time (US & Canada) Record Tracking Status: Original Mar 21, 2024 1 07:11 Signer Events Jill Farrell jfarrell@jpshealth.org Sr. EVP, COO Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Nicole Coursey ncoursey@jpshealth.org CONSTRUCTION OFFICE MGR JPS Health Network Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Editor Delivery Events Agent Delivery Events Intermediary Delivery Events Certified Delivery Events Carbon Copy Events Ivy Yang lYang0l@jpshealth.org SR MGR CONSTRUCTION PROJECTS JPS Health Network Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Holder: Eureka Harris EHarris01 @jpshealth.org Signature ID'ocuSigned by: E IU. 4A048FEF9ABA428... Signature Adoption: Pre -selected Style Using IP Address: 206.201.92.78 Signature Status Status Status Status Status COPIED Status: Sent Envelope Originator: Eureka Harris 1350 S. Main Street Suite 1350 Fort Worth, TX 76104 EHarris01 @jpshealth.org IP Address: 206.201.92.42 Location: DocuSign Timestamp Sent: Mar 21, 2024 1 09:53 Viewed: Mar 21, 2024 1 09:54 Signed: Mar 21, 2024 1 09:54 Sent: Mar 21, 2024 1 09:54 Timestamp Timestamp Timestamp Timestamp Timestamp Timestamp Sent: Mar 21, 2024 1 09:54 Carbon Copy Events Status Timestamp Louis Mattingly E Sent: Mar 21, 2024 1 09:54 Imatting@jpshealth.org Viewed: Mar 21, 2024 1 10:14 Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted Mar 21, 2024 1 09:53 Payment Events Status Timestamps