The URL can be used to link to this page

Home My WebLink AboutContract 60353-PM1PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING, LIGHTING & DRAINAGE IMPROVEMENTS TO SERVE MiFi MrM M��M■ MF�iM4�O�ik �a KAIROI STOCKYARDS MULTIFAMILY IPRC Record No. IPRC22-0129 City Project No. 104233 FID No.30114-0200431-104233-EO7685 File No. K-3006 X File No. Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth AUGUST 2023 Prepared by: Kimley)))Horn Tx. Registration No. F-928 801 Cherry St. Unit 11, Suite 1300 Fort Worth, Texas 76102 817.335.6511 09/07/2023 Kimley-Horn No. 064446499 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 00 11 13 inyita4ion i Bidders Last Revised 03,QO/2020 00 41 00 00 42 43 00 43-13 Bid Fe Proposal Form Unit Price Bid Bond 04 in s 05/22/2019 04 in 4 0045 11 Biddef:s Pf:equalifieatief 's- Prequalification Statement nn /02/2014 09/01/2015 0045 12 00 45 26 40 Contractor Compliance with Workers' Compensation Law r, iner-ity Business En4er-prise i 04/02/2014 nQi 0045 00 52 43 Ge Agreement a 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 00 7200 Maintenance Bond Genef.,i Conditions 01/31/2012 i i ii T 00 73 00 0073 10 c,,,.,.io,,.,enta y Conditions Standard City Conditions of the Construction Contract for Developer n7inm�vzz 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 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 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 50 00 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 0i 70 00 for. and Ramebilizmien 04 in 4 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 7839 Project Record Documents 04/07/2014 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents None. CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httD:Hfortworthtexas.aov/tvw/contractors/ or httvs:Hapus.fortworthtexas.sov/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 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 'i�o Common Work Results for Electrical 1~ 11/22/2013 'f l'fizrsvrivii 26 05 33 Demolition for- eet..iea Systems Raceways and Boxes for Electrical Systems 1 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control y 12/20/2012 171 /7 0 31 37 00 �s Riprap z 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 32-01 18 k0oralt P.r. 32 01 29 Concrete Paving Repair 12/20/2012 32 1123 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Ga14mcmt Traated Base r 12/�1 32 1137 27�o Liquid T-ea4e a Sail Ftea'k%li 2f A s..ha ft Paving 09/11,L2015 12/'fez Z7�3 32 13 13 n s..ha ft n.,ying Gr-aev Seal,rts- Concrete Paving 12/�1 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 1723 Pavement Markings 11/22/2013 3231 3 3'�6 C,�nr. F��r� a Gates nxr, -e Fenees and Gat 1 2 /20QO1 2 �� 12/2zzr20QO12 27�9 27�3 WeedL'enees and !`_.,tom Cast i Dlaee r,,ne-ete Rzk:xzKmg ` 44s 12/2rLr20420iz 86/0542018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 33 0130 - Utilities Sewe-.,-a >\iT.,,,hole Testing 12/2zzr20/i012 33 0131 33 03- 10 33 04 33 04 7Cllose r; -ett t Television (GGTV) laspe fie r PU. /.rg Of Existing Sewer- Systems TeipA Beading .,* Qeetfieal 1sel.,t; (`.,.-.-esio.. !'',,.Afel Test Sta, ief.s- 03/no�6 1 2 /2rra 2042012 12/2rLr2042012 12/220QOO112 33 04 12 33 04-20 33 04 40 Magaesiiiffl node G t>,, die n-eteetio Syste Temperat=y Wa4e f Se R,1 Qoanllg and n , eeptafiee Testing f ix/, er- Mains 12/2zzr20QO12 07/nQ„ 'gin 02/0642013 3305 10 33 05 12 Utility Trench Excavation, Embedment, and Backfill nx/a4e f Tine Lower -in . 12/12/2016 1 2 /220/-2012 3-3-0�3 22 n�0 > �,a Grade Rings Cast Ife �iGo C74 " Fr -.,me, Coyef: and Gr-a o Ringz Composite 01 /22/2n16 �V 01 /� '�6 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 22� Grade 121 /2 33 05 17 Genefete W.,tef Vaults Concrete Collars z 12/20/2012 12/'frz�-zvriviz 330520 �3-A5-21 Auger- Bvnirg T ' Ten -nil Stool 1 21 /2z 12/220QOO12 330522 �3-A3-23 22�4 Casing Pipe d Tur�ciling insi,ila4io-. FCafr-ie- Pipe ;.-, Cris-., (.. Tunnel Liner- or Ula4e 1 2 / 2n/2n1 2 ,� 06/19,L2013 22�o 33 05 30 Ut;liyy Ma-kef:s/T .,e t Location of Existing Utilities 12/20QO12 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 121 /2 33 11 0 2l2 1 1 11 Duefile !fen Pipe Ductile If F SOS Itr✓.a�� l,,fide z 12/2n/2n1�2 � 1 11 1 /116QOO118 33 11 �� .� 11 1., Polyvinyl C (PVC) Pressu a Pipe Eexe�et� P�O�ro Pilo, Jar � x� r , .,,.pe Stool Cylinde. Type 12/220/-2012 ?-3 11 11 22�0 Died £tool PRir,"z d Fittings So.-. ices 1 ineh to 2 ifie , 12/�12 02/1v�-�iT 12 1 2 1 1 2 2�o W.,tef: Large Water- Meiefs l S l !`_a, 1 2 /2rLr20,L2012 1 2 /220QOO 33 1221 Res ief4 ea4e e Valve AWWk P_ubbor. F,aalt„d u„tter- fly Valves 12 1 21 /2 z 22�0 Ciombi. WJjIIAir- Valve Assemblies I Y'Vf Potable Waef Systeffl 12/2Z �0 Qatar gamr1� Et�ati�s 1 2 /2n/2n1 2 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 12 60 33 31 12 33 31 3 22� Standafd Blow #'Valve Assembly Cured i Dlaee Pipe (C4PPI Fibefg4wO EGmi+oa7y$ High Density Polyethylene (HDPE) Pipe fe C'a-a tafy C'ewef 064942013 171 /'1 z 12/20QO12 12/2z f 333121 Polyvinyl !''l, l .fide Closed D« file !`_ t„ C` t. C` 12/2042012 (PNI ) a* fay y ewef Pipe 44 ;12 22� Sa-a taf ewer E'Iiier, L;&,i&g Sa-a taf C"ewef Pipe L'nla fge „e 12/20QO12 Q/201120Q 33 31 70 12/20QO12 Co:i bi.'W1.a Air- Valve anhoar; C`ewef: Fef: a Mains 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 3Z�O Fibzrglxt Manholes n rt,affi 11 /�12 33 3940 333960 60 Wasto,,,.,to« eeess ef: (WAG) G) E,.ex-y T ; o � FC,'�a1.'�i�'11Z,, C`o,,,o« C`t«.,.,t„«o� 12/2042012 12/2z 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 ?,-3 11 11 7�1..,, zkt High Deas;t„ Polyethylene (HDPE) Pipe fe f Storm ✓2 12/'fr�-2042012 33 41 12 33 46- 00 Rei fefee l D lyetl,lene (ERPE) Diry C�„1� F 1 11 1 /1 5 12/2042012 33 4601 Slotted St3rm Diuirr. 0�/no 1�1 33-46 02 Tf,rmk Di io.-L 07/no 1�1 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40o �-tQr� Dln,^e 14ea ,, a is .,.-. ,1 �x 7;.,..,,,.,lls 07/01 01 1 �� Division 34 - Transportation 3441 10 3^ ^�0011 Traffic Signals 10/12/2015 1'1 /1�15 3^ ^�02 Att-aehment A CepAfeller Cabinet Att-aehmeat B Gentf013\x 9rozifieeAien Att-aehmefr4 G Se€twafeSpeeif 02QO 12 0 2 3 ^ ^�03 ?il 11 11 e-atien -ro,,.,,.,.fary T«.,ffie C";,.,,& f C`:..,-..,1s 111 1 /' 3 12/'f�zrzvriviz 34 41 13 34 41 15 Removing T-r- e Reeta*gula -Rar/ d MwAhixg Beacxm 11 /'�1 34 41 1�o � gedoG*�aA II,brid Signal 1 1 /22 O 1 3 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 4120.02 Free ay LED n,,.,dw ,, r 06/1 5/201 c 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GG401 Avai uIity ,.P GC-4.02 Subsurface and Physical Conditions FG-4('/I 13njef:g.ettf a F.,eikties Fib-4.06 IL-za etis Enyi efff..en4a Condition , 4 Site GC 6.0 I . GG-6-M )Z?ifiiltVam- r T GC 6. 1 PT,%Nk-9aRFAWZatian GR-01 60 00 Product Requirements END OF SECTION Page 6 of 6 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised March 20, 2020 004243 DA,P - BID PROPOSAL Page I of 2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Itetnl Description I Specification Section No. I Unit of Measure I Bid Quantity Unit Price I Bid Value No. UNIT I: PAVING IMPROVEMENTS 1 3214.0100 Brick Pvmt 32 14 16 SY 823 $108.00 $88,884.00 2 3123.0101 Unclassified Excavation by Plan 31 2316 CY 1,106 $3.50 $3,871.00 3 3123.0103 Borrow by Plan 31 2323 CY 1,878 $16.00 $30,048.00 4 3124.0101 Embankment by Plan 31 2400 CY 773 $4.00 $3,092.00 5 3110.0101 Site Clearing 31 1000 LS 1 $9,350.00 $9,350.00 6 0171.0102 As -Built Survey 01 71 23 LS 1 $3,500.00 $3,500.00 7 3211.0400 Hydrated Lime 3211 29 TN 833 $290.05 $241,611.65 8 3211.0502 8" Lime Treatment 3211 29 SY 11,197 $3.45 $38,629.65 9 3125.0101 SWPPP z 1 acre 31 25 00 LS 1 $7,500.00 $7,500.00 10 3217.0001 4" SLD Pvmt Marking HAS (W) 321723 LF 976 $5.00 $4,880.00 11 3217.0002 4" SLD Pvmt Marking HAS (Y) 32 17 23 LF 1018 $10.00 $10,180.00 12 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 1360 $25.00 $34,000.00 13 3217.1006 Lane Legend Bike 321723 EA 5 $150.00 $750.00 14 3217.2103 REFL Raised Marker TY II -A -A 321723 EA 13 $15.00 $195.00 15 3292.0100 Block Sod Placement 32 92 13 SY 3050 $8.37 $25,528.50 16 3291.0100 Topsoil 3291 19 CY 347 $46.98 $16,302.06 17 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 10 $160.00 $1,600.00 18 0241.0401 Remove Concrete Drive 0241 13 SF 3,705 $1.25 $4,631.25 19 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 243 $12.00 $2,916.00 20 9999.9999 10.5" Conc Pvmt 32 13 13 SY 9,089 $130.05 $1,182,024.45 21 3213.0103 8" Conc Pvmt 32 13 13 SY 3,506 114.69 $402,103.14 22 3213.0301 4" Conc Sidewalk 321320 SF 29,467 $12.07 $355,666.69 23 3471.0001 Traffic Control 3471 13 MO 6 4,048.33 $24,289.98 TOTAL UNIT I: PAVING IMPROVEMENTS $2,491,553.37 UNIT II: DRAINAGE IMPROVEMENTS 1 3349.0001 4' Storm Junction Box 3349 10 EA 5 $13,051.00 $65,255.00 3 3349.0002 5' Storm Junction Box 3349 10 EA 2 $12,531.00 $25,062.00 2 3349.0003 6' Storm Junction Box 33 49 10 EA 3 $15,391.00 $46,173.00 4 3349.0004 7' Storm Junction Box 33 49 10 EA 3 $18,901.00 $56,703.00 5 3305.0108 Miscellaneous Structure Adjustment 33 05 14 EA 1 $4,500.00 $4,500.00 6 3349.5001 10' Curb Inlet 33 49 20 EA 13 $8,500.00 $110,500.00 7 3349.5002 15' Curb Inlet 33 49 20 EA 2 $9,000.00 $18,000.00 8 3341.0201 21" RCP, Class III 3341 10 LF 326 $84.00 $27,384.00 9 3341.0205 24" RCP, Class III 3341 10 LF 632 $96.00 $60,672.00 10 3341.0309 36" RCP, Class III 3341 10 LF 798 $172.00 $137,256.00 11 3341.0409 48" RCP, Class III 3341 10 LF 555 $273.00 $151,515.00 12 3341.0502 54" RCP, Class III 3341 10 LF 243 $346.00 $84,078.00 13 3341.0602 60" RCP, Class III 3341 10 LF 382 $395.00 $150,890.00 14 3339.1101 5' Manhole 33 39 10, 33 39 20 EA 3 $12,531.00 $37,593.00 15 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 3 $13,051.00 $39,153.00 TOTAL UNIT II: DRAINAGE IMPROVEMENTS $1,014,734.00 UNIT III: STREET LIGHTING & SIGNAGE IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 4270 $17.50 $74,725.00 2 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 60 $28.50 $1,710.00 3 2605.3014 2" CONDT RM (Riser) 26 05 33 LF 30 $50.00 $1,500.00 4 3441.3303 Rdwy Illum Foundation TY 7 3441 20 EA 56 $1,150.00 $64,400.00 5 3441.3037 Furnish/Install 10'- 14' Washington Standard Light Pole & Fixture LED 3441 20 EA 56 $4,285.00 $239,960.00 6 3441.1501 Ground Box Type B 3441 10 EA 13 $700.00 $9,100.00 7 3441.1408 NO 6 Insulated Elec Condr 3441 10 LF 11940 $2.00 $23,880.00 8 3441.1405 NO 2 Insulated Elec Condr 3441 10 LF 270 $3.50 $945.00 9 3441.1772 Furnish/Install 240-480 Volt Single Phase Transocket Metered Pedestal 3441 20 EA 1 $8,500.00 $8,500.00 10 3441.3050 Furnish/Install LED Lighting Fixture (70 watt ATBO Cobra Head) 3441 20 EA 11 $375.00 $4,125.00 11 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 3441 20 EA 11 $1,250.00 $13,750.00 12 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 3441 20 EA 11 $2,357.00 $25,927.00 13 3441.1646 Furnish/Install Type 33B Arm 3441 20 EA 11 $465.00 $5,115.00 TOTAL UNIT III: STREET LIGHTING & SIGNAGE IMPROVEMENTS $473,637.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May'_'"_', 2019 2023-0925 - Kairoi - Stockyards MF PD_Bid Item List - Completed per Approved IPRC Plans 9-7-23.xls Bid Summary UNIT I: PAVING IMPROVEMENTS UNIT II: DRAINAGE IMPROVEMENTS UNIT III: STREET LIGHTING & SIGNAGE IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Weis Builder 520 E. Corporate Dr Suite 500 Dallas. TX 75057 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 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 00 42 43 DAP - BID PROPOSAL $2,491,553.37 $1,014,734.00 $473,637.00 Total Construction Bid $3,979,924.37 BY: Damian NTillisor Dighaly signed by Damian 1.Id16or DN: C=US, E=damlann; sar@isbuilders.wn,Damian VIIIisoY O-Weis Buldes, OU-DFW, CN=Damian mill Gor Daley 2023.6q 25 1254 51-05'00' TITLE: Project Alana-cr DATE: 9/25/2023 270 working days after the date when the 2023-0925 - Kairoi - Stockyards l\IF PD_Bid Item List - Completed per Approved IPRC Plans 9-7-23.xls 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Type" box provide the complete major work tvve and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Paving Improvements Tealstone June 2024 Drainage Improvements Rumsey Construction 04/30/2024 Lighting Improvements C&S Utility Contractors 1 01/26/2024 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Weis Builders BY* e strong 520 E Corporate Dr. , Suite 500 Dallas, TX 75057 (Signature) TITLE: Dallas Group Vice President DATE: 05/30/2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx KAIROI STOCKYARDS MULTIFAMILY CITY PROJECT NO. 104233 Form Version September 1, 2015 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 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 104233. 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: Weis Builders. Company _520 E Co%orate Dr. Suite 500 Address Dallas, TX 75057. City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: _Derek Armstroniz rint) Signature: - Title: _Dallas Group Vice President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared C,e.&— iL AcIn ST RZ tit , known to me to be the person whose name is subscribed to the foregoin * st m nt, and aalowledged to me that he/she executed the same as the act and deed of J/I�e 15 /7,4110lets _/�✓G for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �i day of 20.?3. 2o�YPUe�� Shirley Outlaw Notary Public, State of Texas Comm. Expires 08/0202€ Notary ID 13125073NgA-arvPuis in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 KAIROI STOCKYARDS MULTIFAMILY CITY PROJECT NO.104233 2 SECTION 00 52 43 AGREEMENT 00 52 43 - 1 Developer Awarded Project Agreement Page I of 4 3 THIS AGREEMENT, authorized oil September 25, 2023 is made by and between the Developer, KDP 4 Stockyards, LLC., authorized to do business in Texas ("Developer") , and Weis Builders, Inc., authorized 5 to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 6 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree asfollows: 7 Article 1. WORK 8 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project 9 identified herein. 10 Article 2. PROJEXT 1 1 'The project for which the Work under the Contract Documents may be the whole or only a part is 12 generally described as follows: 13 PAVING, DRAINAGE & LIGHTING TO SERVE 14 KAIROI STOCKYARDS MULTIFAMILY 15 CITY PROJECT NO. 104233 16 Article 3. CONTRACTTIME 17 3.1 Time is of the essence. 18 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are 19 of the essence to this Contract. 20 3.2 Final Acceptance. 21 The Work will be complete for Final Acceptance within {270} working days after the date whenthe 22 Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions 23 of the Construction Contract for Developer Awarded Projects. 24 3.3 Liquidated damages 25 Contractor recognizes that tinge is of the essence of this Agreement and that Developer will suffer 26 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus 27 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of 28 the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the 29 delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered 30 by the Developer if the Work is not completed on time. Accordingly, instead of requiring any 31 such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), 32 Contractor shall pay Developer _"Zero Dollars ($QO) for each day that expires after the time 33 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 34 Acceptance. CITY OF PORT WORTH KAIR01 STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUN4ENTS -- DEVELOPIAR AWARDED PRO.IECPS CITY PROJECrNO. 104233 Revised June 16, 2016 00 52 43 -2 Developer Awarded Project Agreement Page 2 of 4 35 Article 4. CONTRACT PRICE 36 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Three Million, Nine Hundred and Seventy -Nine Thousand, 38 Nine Hundred and Twenty -Four 37/100 Dollars ($3,979,924.37). 39 Article 5, CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between Developer and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form (As provided by Developer) 46 1) Proposal Form (DAP Version) 47 2) Prequalification Statement 48 3) State and Federal documents (project specific) 49 b. Insurance ACORD Form(s) 50 c. Payment Bond (DAP Version) 51 d. Performance Bond (DAP Version) 52 e. Maintenance Bond (DAP Version) 53 f. Power of Attorney for the Bonds 54 g. Worker's Compensation Affidavit 55 h. MBE and/or SBE Commitment Form (If required) 56 3. Standard City General Conditions of the Construction Contract for Developer Awarded 57 Projects. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 60 attached, as incorporated by reference and described in the Table of Contents of the 61 Project's Contract Documents. 62 6. Drawings. 63 7. Addenda, 64 8. Documentation submitted by Contractor prior to Notice ofAward. 65 9. The following which may be delivered or issued after the Effective Date of the Agreement 66 and, if issued, become an incorporated part of the Contract Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 CITY OF FORT WORTH KA1RO1 STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECTNO. 104233 Revised .tune 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 75 the city, its officers, servants and employees, from and against any and all claims arising out 76 of, or alleged to arise out of, the work and services to be performed by the contractor, its 77 officers, agents, employees, subcontractors, licenses or invitees under this contract. This 78 indemnification provision is specifically intended to operate and be effective even if it is 79 alleged or proven that all or some of the damages being sought were caused, in whole or in 80 part, by anv act. omission or negligence of the city. This indemnity provision is intended to 81 include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in 82 defending against such claims and causes of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 85 its officers, servants and employees, from and against any and all loss, damage or destruction 86 of property of the city, arising out of, or alleged to arise out of, the work and services to be 87 performed by the contractor, its officers, agents, employees, subcontractors, licensees or 88 invitees under this contract. This indemnification provision is specifically intended to operate 89 and be effective even if it is alleged or proven that all or some of the damages being sought 90 were caused. in whole or in part, by anv act, omission or negligence of the city, 91 92 Article 7. MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 95 Construction Contract for Developer Awarded Projects. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 98 without the advanced express written consent of the Developer. 99 7.3 Successors and Assigns. 100 Developer and Contractor each binds itself, its partners, successors, assigns and legal 101 representatives to the other party hereto, in respect to all covenants, agreements and obligations 102 contained in the Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 105 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 106 continue to be valid and binding upon DEVELOPER and CONTRACTOR. 107 7.5 Governing Law and Venue. 108 This Agreement, including all of the Contract Documents is performable in the State of Texas. 109 Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District 110 of Texas, Fort Worth Division. CITY OF FORT WORTH KAIR01 STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised June 16, 2016 112 7.6 Authority to Sign. 113 114 115 116 117 118 119 120 lips 00 52 43 -4 Developer Awarded Project Agreement Page 4 of 4 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: �,y i3vic� KUPS�-oc�c ard�s LLC- (Signature) (Signature) (Printed Name) �an iel 2"<\KeC- (Printed Name) Title: (��° L/r Title: Po i or*2ea S� r�`bc Company Name: -�h �`'� Company name: KDP bko+= C'&� GLC Address: Address:"111 (la%->oxro S+. , L Cx,:. SZO -;. City/State/Zip:�✓FT.//u-��7�f City/State/Zip: Son �lZs�2� 9/ 915/90 .3 Date 1 Date CITY OF FORT WORTH KAIR01 STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO.104233 Revised June 16, 2016 ^ Bond No. K41774307 006213-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Weis Builders. Inc. , known as 8 "Principal" herein and Federal Insurance Comoanv , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Kairoi 11 Properties, LLC., authorized to do business in Texas ("Developer") and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the penal sum of, Three Million Nine Hundred Seventy Nine Thousand 13 Nine Hundred Twentv Four and 371100 Dollars ($3,979,924.37 }, 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 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 CFA22-0188 ;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 13th day of June , 20 23, 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 PAVING, DRAINAGE & LIGHTING 26 IMPROVEMENTS TO SERVE KAIROI STOCKYARDS MULTIFAMILY 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 extension of the Contract that may be granted on the part of the Developer and/or City, then this 32 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 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 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 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 26th day of September , 20 23 . ATTE� ' (Principal ecr � ,1 U Witness as to Principal r� 1� Witness as to Surety PRINCIPAL: Weis /Builders, Inc. BY: Signature 6k55,A/,jPP_A- L - W AV4;eL Cam= Name and Title Address: 7645 Lyndale Avenue South Minneapolis, MN 55423 SURETY: Federal Insurance Company BY: /61 �re Kelly Nicole Enghauser, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd. Suite 1700 Bloominqton, MN 55437 Telephone Number: 763-302-7159 0 O i *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 KAIROI STOCKYARDS MULTIFAMILY STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised January 31, 2012 Bond No. K41774307 006214-1 PAYMENT BOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Weis Builders, Inc. known as 8 "Principal" herein, and Federal Insurance Company . a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, Kairoi Properties, LLC., authorized to do business in Texas "(Developer"), and the 12 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum Three Million Nine Hundred Seventy Nine Thousand 13 Of Aline Hi irked Twenty FDi it anri 17/inn Dollars (S 3,979,924.37 ], 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 15 payment of which sum well and truly be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 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 CFA22-0188 ;and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 13th day of June , 20 23 , 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 and designated as PAVING, DRAINAGE & LIGHTING 26 IMPROVEMENTS TO SERVE KAIROI STOCKYARDS MULTIFAMILY 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 WORTH KAIROISTOCKYARDSMULTIFAMILY STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 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 26th day of 6 September , 2023 . 7 8 9 10 11 12 13 14 ATTEST: (Princip Sec ��l Witness as to Principal ATTEST: (Surety) XXX Wi ness Witness as to Surety PRINCIPAL: Weis %Builders, Inc. C BY: C.0 !ir 4(4� Signature CA4-,5AA1DR-A L Ct~v Name and Title F Address: 7645 Lvndale Avenue South Minneapolis, MN 55423 SURETY: Federal Insurance Company BY: 1061, Signar e Kelly Nicole Enghauser, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd. Suite 1700 Bloominaton. MN 55437 Telephone Number: 763-302-7159 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws 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. END OF SECTION CITY OF FORT WORTH KAIROISTOCKYARDSMULTIFAMILY STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised January 31, 2012 Bond No. K41774307 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT That we 006219-1 MAINTENANCE BOND Page 1 of 3 SECTION 00 62 19 MAINTENANCE BOND § § KNOW ALL BY THESE PRESENTS: Weis Builders, Inc. , known as 8 "Principal" herein and Federal Insurance Company , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Kairoi 11 Properties, LLC., authorized to do business in Texas ("Developer") and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the sum Three Million Nine Hundred Severity Nine Thousand 13 of Nine Hundred Twentv Four and 371100 Dollars ($ 3,979,924.37 }, 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number CFA22-0188 ;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 13th day of June , 2023 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as WATER AND SEWER 28 IMPROVEMENTS TO SERVE KAIROI STOCKYARDS MULTIFAMILY; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH AAIROI STOCKYARDS MULTIFAMILY STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 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 22 23 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised January 31, 2012 1 006219-3 MAINTENANCE BOND Page 3 of 3 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 26th day of September 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 , 20 23 . ATT ST. (Princip 11 Secret Witness as to Principal ATTEST: (Surety) $mC Wi ess Witness as to Surety PRINCIPAL: Weis Builders, Inc]. BY: !_.lc�J 1 Signature Name and Title Address: 7645 Lyndale Avenue South Minneapolis, MN 55423 SURETY: Federal Insurance Company BY: / �J L 5i ature Q' d��NG F 0 o � w �ro - t- �K� Kelly Nicole Bnghauser, Attorney -in -Fact Name and Title Address: 8400 Normandale Lake Blvd. Suite 1700 Bloominqton, MN 55437 Telephone Number: 763-302-7159 *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 KAIROI STOCKYARDS MULTIFAMILY STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised January 31, 2012 CHUBER' Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Fire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY,a Wfsconsfn corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth ofPennsyivanfa, do each hereby constitute and appoint Blake S. Bohlig, Justin Burgos, Brian D. Carpenter, Charles Draper, Kelly Nicole Enghauser, Heather R. Goedtel, Erik T. Gunkel, Michelle Halter, Jessica Hoff, Nicole Langer, Craig Olmstead, Haley Pflug, Laurie Pflug and Sara Whitfield of Bloomington, Minnesota each as their true and lawful Attorney-in-Factto execute under such designation in their names and to affix their corporate seals to and deliver for and on theirbehalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this 18Lh day of May, 2023. Davin NI.Chloros.:lssistantSecretary STATE OF NEW JERSEY County of Hunterdon SS. Stephen NJ. I laney. Vice President 00%Q)TO . . RSW On this 18w day of May 2023 before me, a Notary Public of New Jersey, personally came Dawn M. Chloros and Stephen M. Haney, to me known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power of Attorney, and the said Dawn M. Chloros and Stephen M. Haney, being by me duly sworn, severally and each for herself and himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Sea] Aibert Cantursi r NOTARY PU9uC OF NEW JERSEY �� ye No 50202369 i0r+as. Commission Fires August 22,2027 - Nomry POIAM CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 2009: "RESOLVED, that the following authorizations relate to the execution, for and on behalfof the Company, of bonds, undertakings, recognizances, contracts and other written commitments ofthe Company entered into in the ordinary course of business (each a "Written Commitment'): (1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalfof the Company, under the seal ofthe Company or otherwise. (2) Each duly appointed attorney -in -fact ofthe Company is hereby authorized to execute any Written Commitment for and on behalfofthe Company, under the seal ofthe Company or otherwise, to the extent that such action is authorized by the grant of powers provided for in such person's written appointmentas such attorney -in -fact (3) Each of the Chairman, the President and the vice Presidents of the Company Is horeby authorized, for and on behalf ofthe Company, to appoint in writing any person the alt4nity-In- fact of the Company with full power and authority to execute, for and on behalforthe Company, under the seal ofthe Company or4ti+erwlse,sueb WdUnCommitments oftheCompany as may be specified in such written appointment: which specification may be by general type or class of Written Commitments or by specifI atfun of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of [he Company is hereby authorized, For and on behalf of the Company, to delegate in writing to any other officer ofthe Company the authority to execute, fprand on behalf of the Company, under the Company's seal or otherwise, such Written Commitments ofthe Coinpanyas are specified in such written delegation, which specification may be by general type or class of Written Commitments or by specification ofone or more particular Written Commitments. (5) The signature of any officer or other person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, that the foregoing Resolution shall not be deemed to be an exclusive statement ofthe powers and authority of officers, employees and other persons to act for and on behalfof the Company, and such Resolution shall not Umit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." 1, Dawn M. Chloros, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the "Companies") do hereby certify that (i) the foregoing Resolutions adopted by the Board of Directors ofthe Companies are true, correct and in full force and effect, (ii) the foregoing Power of Attorney is true, correct and in full force and effect Given under my hand and seals of said Companies at Whitehouse Station, NJ, this September 26, 2023 ►■..+' Dawn NJ. Chloros. Assistant Secretarp IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT: Teleahorie(9081903-3493 Faxf9081903.3656 a -mail: suretvOchubb.eom Combined: FED-VIG-PI-WFIC-AAIC (rev. 11-19) Policyholder Information Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Chubb's toll -free telephone number for information or to make a complaint at 1-800-36-CHUBB 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: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent 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. AVISO IMPORTANTE Para obtener informacion o para someter una quej a: Usted puede llamar al numero de telefono gratis de Chubb's pars informacion o para someter una quej a al 1-800-36-CHUBB Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de compamas, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMA S O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente primero. Si no se resueve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Form 99-10-0299 (Rev. 1-08) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ....................... 2.01 Before Starting Construction...... 2.02 Preconstruction Conference........ 2.03 Public Meeting ............................ Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ............................................ 5.19 Delegation of Professional Design Services 5.20 Right to Audit: ............................................. 5.21 Nondiscrimination ........................................ Article 6 - Other Work at the Site....... 6.01 Related Work at Site ....... Article 7 - City's Responsibilities ............................................ 7.01 Inspections, Tests, and Approvals ....................... 7.02 Limitations on City's Responsibilities ................ 7.03 Compliance with Safety Program ........................ Article 8 - City's Observation Status During Construction....... 8.01 City's Project Representative ................................. 8.02 Authorized Variations in Work .............................. 8.03 Rejecting Defective Work ...................................... 8.04 Determinations for Work Performed ...................... Article 9 - Changes in the Work ...................... 9.01 Authorized Changes in the Work 9.02 Notification to Surety ................... Article 10 - Change of Contract Price; Change of Contract Time 10.01 Change of Contract Price ........................................... 10.02 Change of Contract Time ........................................... 10.03 Delays......................................................................... Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............ 11.01 Notice of Defects.............................................................................................................. 11.02 Access to Work................................................................................................................. 11.03 Tests and Inspections........................................................................................................ 11.04 Uncovering Work............................................................................................................. 11.05 City May Stop the Work................................................................................................... 11.06 Correction or Removal of Defective Work...................................................................... 11.07 Correction Period.............................................................................................................. 11.08 City May Correct Defective Work................................................................................... Article 12 - Completion ........................................... 12.01 Contractor's Warranty of Title ............ 12.02 Partial Utilization ................................. 12.03 Final Inspection .................................... 12.04 Final Acceptance .................................. Article 13 - Suspension of Work ..................................... 13.01 City May Suspend Work ............................. Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 24 24 25 25 26 26 26 26 26 27 a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions in. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of apart of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either parry or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: N/A Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: N/A a. General Aggregate: b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) N/A Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) XNot Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. XNot Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. Developer/Contractor. City will forward all invoices for retests to 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given i£ 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 4 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 all Work 20 necessary for this construction project as detailed in the Drawings and Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the project, such 23 as conditions imposed by the Drawings or Contract Documents in which no specific item 24 for bid has been provided for in the Proposal and the item is not a typical unit bid item 25 included on the standard bid item list, then the item shall be considered as a subsidiary item 26 of Work, the cost of which shall be included in the price bid in the Proposal for various bid 27 items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and equipment stored 31 on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places or other 33 rights -of -way as provided for in the ordinances of the City, as shown in the Contract 34 Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction purposes may 36 be stored in such space, but no more than is necessary to avoid delay in the construction 37 operations. CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. 104233 Revised December 20, 2012 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 4 1 b. Excavated and waste materials shall be stored in such a way as not to interfere with the 2 use of spaces that may be designated to be left free and unobstructed and so as not to 3 inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner 5 as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in Division 0 7 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously obtained 10 permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the specified 12 approval of the property owner has been secured in writing by the Contractor and a copy 13 furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions 15 which must be removed to make possible proper prosecution of the Work as a part of the 16 project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, is fences, culverts, curbing, and all other types of structures or improvements, to all water, 19 sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, 20 including the construction of temporary fences and to all other public or private property 21 adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private lands 23 of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. 25 b. Notices shall be applicable to both public and private utility companies and any 26 corporation, company, individual, or other, either as owners or occupants, whose land 27 or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character resulting from any 29 act, omission, neglect, or misconduct in the manner or method or execution of the 30 Work, or at any time due to defective work, material, or equipment. 31 6. Fence 32 a. Restore all fences encountered and removed during construction of the Project to the 33 original or a better than original condition. 34 b. Erect temporary fencing in place of the fencing removed whenever the Work is not in 35 progress and when the site is vacated overnight, and/or at all times to provide site 36 security. 37 c. The cost for all fence work within easements, including removal, temporary closures 38 and replacement, shall be subsidiary to the various items bid in the project proposal, 39 unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. 104233 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. 104233 Revised December 20, 2012 01 11 00 - 4 DAP SUMMARY OF WORK Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CITY PROJECT NO. 104233 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not equivalent 7 to a product which is specified by descriptive or performance criteria or defined by reference 8 to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider 27 formal requests from Contractor for substitution of products in place of those specified. 28 2. Certain types of equipment and kinds of material are described in Specifications by means of 29 references to names of manufacturers and vendors, trade names, or catalog numbers. 30 a. When this method of specifying is used, it is not intended to exclude from consideration 31 other products bearing other manufacturer's or vendor's names, trade names, or catalog 32 numbers, provided said products are "or -equals," as determined by City. 33 3. Other types of equipment and kinds of material may be acceptable substitutions under the 34 following conditions: 35 a. Or -equals are unavailable due to strike, discontinued production of products meeting 36 specified requirements, or other factors beyond control of Contractor; or, 37 b. Contractor proposes a cost and/or time reduction incentive to the City. 38 1.5 SUBMITTALS 39 A. See Request for Substitution Form (attached) CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 1 B. Procedure for Requesting Substitution 2 1. Substitution shall be considered only: 3 a. After award of Contract 4 b. Under the conditions stated herein 5 2. Submit 3 copies of each written request for substitution, including: 6 a. Documentation 7 1) Complete data substantiating compliance of proposed substitution with Contract 8 Documents 9 2) Data relating to changes in construction schedule, when a reduction is proposed 10 3) Data relating to changes in cost 11 b. For products 12 1) Product identification 13 a) Manufacturer's name 14 b) Telephone number and representative contact name 15 c) Specification Section or Drawing reference of originally specified product, 16 including discrete name or tag number assigned to original product in the 17 Contract Documents 18 2) Manufacturer's literature clearly marked to show compliance of proposed product 19 with Contract Documents 20 3) Itemized comparison of original and proposed product addressing product 21 characteristics including, but not necessarily limited to: 22 a) Size 23 b) Composition or materials of construction 24 c) Weight 25 d) Electrical or mechanical requirements 26 4) Product experience 27 a) Location of past projects utilizing product 28 b) Name and telephone number of persons associated with referenced projects 29 knowledgeable concerning proposed product 30 c) Available field data and reports associated with proposed product 31 5) Samples 32 a) Provide at request of City. 33 b) Samples become the property of the City. 34 c. For construction methods: 35 1) Detailed description of proposed method 36 2) Illustration drawings 37 C. Approval or Rejection 38 1. Written approval or rejection of substitution given by the City 39 2. City reserves the right to require proposed product to comply with color and pattern of 40 specified product if necessary to secure design intent. 41 3. In the event the substitution is approved, if a reduction in cost or time results, it will be 42 documented by Change Order. 43 4. Substitution will be rejected if: 44 a. Submittal is not through the Contractor with his stamp of approval 45 b. Request is not made in accordance with this Specification Section 46 c. In the Developer's opinion, acceptance will require substantial revision of the original 47 design CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 I d. In the City's or Developer's opinion, substitution will not perform adequately the 2 function consistent with the design intent 3 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. In making request for substitution or in using an approved product, the Contractor represents 8 that the Contractor: 9 1. Has investigated proposed product, and has determined that it is adequate or superior in all 10 respects to that specified, and that it will perform function for which it is intended 11 2. Will provide same guarantee for substitute item as for product specified 12 3. Will coordinate installation of accepted substitution into Work, to include building 13 modifications if necessary, making such changes as may be required for Work to be 14 complete in all respects 15 4. Waives all claims for additional costs related to substitution which subsequently arise 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: Imo. 012500-4 DAP 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 Firm Address Date Telephone For Use by City: Approved City Recommended Recommended as noted Not recommended Received late By Date Remarks Date Rejected CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of 4 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify 7 construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. No construction schedule required unless requested by the City. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. No 16 separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be 22 qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for future 25 reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution 28 package to the City. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and 31 distribute copies of same to all participants who so request by fully completing the 32 attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Developer and Consultant 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire to invite 38 or the City may request CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 4 1 e. Other City representatives 2 f. Others as appropriate 3 4. Preliminary Agenda may include: 4 a. Introduction of Project Personnel 5 b. General Description of Project 6 c. Status of right-of-way, utility clearances, easements or other pertinent permits 7 d. Contractor's work plan and schedule 8 e. Contract Time 9 f. Notice to Proceed 10 g. Construction Staking 1 1 h. Progress Payments 12 i. Extra Work and Change Order Procedures 13 j. Field Orders 14 k. Disposal Site Letter for Waste Material 15 1. Insurance Renewals 16 m. Payroll Certification 17 n. Material Certifications and Quality Control Testing 18 o. Public Safety and Convenience 19 p. Documentation of Pre -Construction Conditions 20 q. Weekend Work Notification 21 r. Legal Holidays 22 s. Trench Safety Plans 23 t. Confined Space Entry Standards 24 u. Coordination with the City's representative for operations of existing water systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the project 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 J. Questions or Comments 40 1.5 SUBMITTALS [NOT USED] 41 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 42 1.7 CLOSEOUT SUBMITTALS [NOT USED] 43 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 44 1.9 QUALITY ASSURANCE [NOT USED] 45 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013119-4 DAP PRECONSTRUCTION MEETING Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013300-1 DAP SUBMITTALS Page 1 of 7 1 SECTION 0133 00 2 DAP SUBMITTALS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following Work -related 7 submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. No 20 separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from 25 the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the 28 related Work or other applicable activities, or within the time specified in the individual 29 Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by processing 31 times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to transmit 40 submittals sufficiently in advance of the Work. CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 013300-2 DAP SUBMITTALS Page 2 of 7 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions 2. The Project title and number 3. Contractor identification CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 7 1 4. The names of- 2 a. Contractor 3 b. Supplier 4 c. Manufacturer 5 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6 6. Field dimensions, clearly identified as such 7 7. Relation to adjacent or critical features of the Work or materials 8 8. Applicable standards, such as ASTM or Federal Specification numbers 9 9. Identification by highlighting of deviations from Contract Documents 10 10. Identification by highlighting of revisions on resubmittals 11 11. An 8-inch x 3-inch blank space for Contractor and City stamps 12 F. Shop Drawings 13 1. As specified in individual Work Sections includes, but is not necessarily limited to: 14 a. Custom -prepared data such as fabrication and erection/installation (working) drawings 15 b. Scheduled information 16 c. Setting diagrams 17 d. Actual shopwork manufacturing instructions 18 e. Custom templates 19 f. Special wiring diagrams 20 g. Coordination drawings 21 h. Individual system or equipment inspection and test reports including: 22 1) Performance curves and certifications 23 i. As applicable to the Work 24 2. Details 25 a. Relation of the various parts to the main members and lines of the structure 26 b. Where correct fabrication of the Work depends upon field measurements 27 1) Provide such measurements and note on the drawings prior to submitting for 28 approval. 29 G. Product Data 30 1. For submittals of product data for products included on the City's Standard Product List, 31 clearly identify each item selected for use on the Project. 32 2. For submittals of product data for products not included on the City's Standard Product 33 List, submittal data may include, but is not necessarily limited to: 34 a. Standard prepared data for manufactured products (sometimes referred to as catalog 35 data) 36 1) Such as the manufacturer's product specification and installation instructions 37 2) Availability of colors and patterns 38 3) Manufacturer's printed statements of compliances and applicability 39 4) Roughing -in diagrams and templates 40 5) Catalog cuts 41 6) Product photographs 42 7) Standard wiring diagrams 43 8) Printed performance curves and operational -range diagrams 44 9) Production or quality control inspection and test reports and certifications 45 10) Mill reports CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 013300-4 DAP SUBMITTALS Page 4 of 7 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 7 1 b. Product Data 2 1) Distributed to the City 3 2) Copies 4 a) 4 copies 5 c. Samples 6 1) Distributed to the Project Representative 7 2) Copies 8 a) Submit the number stated in the respective Specification Sections. 9 3. Distribute reproductions of approved shop drawings and copies of approved product data 10 and samples, where required, to the job site file and elsewhere as directed by the City. 11 a. Provide number of copies as directed by the City but not exceeding the number 12 previously specified. 13 K. Submittal Review 14 1. The review of shop drawings, data and samples will be for general conformance with the 15 design concept and Contract Documents. This is not to be construed as: 16 a. Permitting any departure from the Contract requirements 17 b. Relieving the Contractor of responsibility for any errors, including details, dimensions, 18 and materials 19 c. Approving departures from details furnished by the City, except as otherwise provided 20 herein 21 2. The review and approval of shop drawings, samples or product data by the City does not 22 relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms 23 of the Contract. 24 a. All risks of error and omission are assumed by the Contractor, and the City will have no 25 responsibility therefore. 26 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 27 with all other associated work and trades, for selecting fabrication processes, for techniques 28 of assembly and for performing Work in a safe manner. 29 4. If the shop drawings, data or samples as submitted describe variations and show a departure 30 from the Contract requirements which City finds to be in the interest of the City and to be 31 so minor as not to involve a change in Contract Price or time for performance, the City may 32 return the reviewed drawings without noting an exception. 33 5. Submittals will be returned to the Contractor under 1 of the following codes: 34 a. Code 1 35 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or comments 36 on the submittal. 37 a) When returned under this code the Contractor may release the equipment and/or 38 material for manufacture. 39 b. Code 2 40 1) 'EXCEPTIONS NOTED". This code is assigned when a confirmation of the 41 notations and comments IS NOT required by the Contractor. 42 a) The Contractor may release the equipment or material for manufacture; 43 however, all notations and comments must be incorporated into the final 44 product. 45 c. Code 3 46 1) 'EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 47 when notations and comments are extensive enough to require a resubmittal of the 48 package. CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 7 1 a) The Contractor may release the equipment or material for manufacture; 2 however, all notations and comments must be incorporated into the final 3 product. 4 b) This resubmittal is to address all comments, omissions and non -conforming 5 items that were noted. 6 c) Resubmittal is to be received by the City within 15 Calendar Days of the date 7 of the City's transmittal requiring the resubmittal. 8 d. Code 4 9 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the 10 Contract Documents. 1 1 a) The Contractor must resubmit the entire package revised to bring the submittal 12 into conformance. 13 b) It may be necessary to resubmit using a different manufacturer/vendor to meet 14 the Contract Documents. 15 6. Resubmittals 16 a. Handled in the same manner as first submittals 17 1) Corrections other than requested by the City 18 2) Marked with revision triangle or other similar method 19 a) At Contractor's risk if not marked 20 b. Submittals for each item will be reviewed no more than twice at the City's expense. 21 1) All subsequent reviews will be performed at times convenient to the City and at the 22 Contractor's expense, based on the City's or City Representative's then prevailing 23 rates. 24 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such 25 fees invoiced by the City. 26 c. The need for more than 1 resubmission or any other delay in obtaining City's review of 27 submittals, will not entitle the Contractor to an extension of Contract Time. 28 7. Partial Submittals 29 a. City reserves the right to not review submittals deemed partial, at the City's discretion. 30 b. Submittals deemed by the City to be not complete will be returned to the Contractor, 31 and will be considered "Not Approved" until resubmitted. 32 c. The City may at its option provide a list or mark the submittal directing the Contractor 33 to the areas that are incomplete. 34 8. If the Contractor considers any correction indicated on the shop drawings to constitute a 35 change to the Contract Documents, then written notice must be provided thereof to the 36 Developer at least 7 Calendar Days prior to release for manufacture. 37 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor 38 may carry out the construction in accordance therewith and no further changes therein 39 except upon written instructions from the City. 40 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following 41 receipt of submittal by the City. 42 L. Mock ups 43 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited 44 to, complete units of the standard of acceptance for that type of Work to be used on the 45 Project. Remove at the completion of the Work or when directed. 46 M. Qualifications CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 7 1 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification 2 for each item required. 3 N. Request for Information (RFI) 4 1. Contractor Request for additional information 5 a. Clarification or interpretation of the contract documents 6 b. When the Contractor believes there is a conflict between Contract Documents 7 c. When the Contractor believes there is a conflict between the Drawings and 8 Specifications 9 1) Identify the conflict and request clarification 10 2. Sufficient information shall be attached to permit a written response without further 11 information. 12 13 14 15 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 27 28 DATE NAME 12/20/2012 D. Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECTNO. 104233 Revised August 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Pagel of 2 ki 01401 [I]0D11r,14*1 IN9130l2[ef:M1071► 39114i0021 OI11:NT/[a]9fy PART 1 - GENERAL fIRM11007 Iu El Mi 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 IRM97[yWWIIII7\'/uIDleh89 XIZ11111117x.I A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY CITY PROJEC7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NO. 104233 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 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 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY CITY PROJEC7 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS NO. 104233 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not necessarily 7 limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements is 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. No 21 separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities having 28 jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be performed 34 and for specified tests of piping, equipment, devices or other use as required for the 35 completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic consumption by 37 Contractor personnel and City's Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 d. Contractor Payment for Construction Water CITY OF FORT WORTH KAIROI STICKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Obtain construction water meter from City for payment as billed by City's 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including testing of 5 Work. 6 1) Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to maintain 8 operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel and others 11 performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health problem. 22 d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in 23 accordance with applicable regulation. 24 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 25 4. Remove facilities at completion of Project 26 C. Storage Sheds and Buildings 27 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above 28 ground level for materials and equipment susceptible to weather damage. 29 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 30 3. Store materials in a neat and orderly manner. 31 a. Place materials and equipment to permit easy access for identification, inspection and 32 inventory. 33 4. Equip building with lockable doors and lighting, and provide electrical service for 34 equipment space heaters and heating or ventilation as necessary to provide storage 35 environments acceptable to specified manufacturers. 36 5. Fill and grade site for temporary structures to provide drainage away from temporary and 37 existing buildings. 38 6. Remove building from site prior to Final Acceptance. 39 D. Temporary Fencing 40 1. Provide and maintain for the duration or construction when required in contract documents 41 E. Dust Control 42 1. Contractor is responsible for maintaining dust control through the duration of the project. 43 a. Contractor remains on -call at all times 44 b. Must respond in a timely manner CITY OF FORT WORTH KAIROI STICKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 F. Temporary Protection of Construction 2 1. Contractor or subcontractors are responsible for protecting Work from damage due to 3 weather. 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS [NOT USED] 13 PART 3 - EXECUTION [NOT USED] 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 INSTALLATION 18 A. Temporary Facilities 19 1. Maintain all temporary facilities for duration of construction activities as needed. 20 3.5 [REPAIR] / [RESTORATION] 21 3.6 RE -INSTALLATION 22 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES 27 A. Temporary Facilities 28 1. Remove all temporary facilities and restore area after completion of the Work, to a 29 condition equal to or better than prior to start of Work. CITY OF FORT WORTH KAIROI STICKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS [NOT USED] 11eI IZI] I&y xam I IQeI Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH KAIROI STICKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 4 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 4 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 - PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised July 1, 2011 015526-4 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 4 I SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised July 1, 2011 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 4 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised July 1, 2011 0157 13 -3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 4 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised July 1, 2011 01 57 13 - 4 DAP STORM WATER POLLUTION PREVENTION Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 016000-1 DAP PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 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 [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Resources\02 - Construction Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 0133 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 016000-2 DAP PRODUCT REQUIREMENTS Page 2 of 2 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 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 8 CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Pagel of 4 ki BIG] I [1]01111ror11IhI PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL fIRMIU UluE:lA1 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 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 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 KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 66 00 - 2 DAP 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 ofpremises. 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 KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 016600-3 DAP 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 KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. 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. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment is 1) The work performed and the materials furnished in accordance with this Item are 19 subsidiary to the various Items bid and no other compensation will be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this Item are 25 subsidiary to the various Items bid and no other compensation will be allowed. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 0133 00. 30 B. All submittals shall be approved by the City prior to delivery. 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 32 A. Certificates 33 1. Provide certificate certifying that elevations and locations of improvements are in 34 conformance or non-conformance with requirements of the Contract Documents. 35 a. Certificate must be sealed by a registered professional land surveyor in the State of 36 Texas. 37 B. Field Quality Control Submittals CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 1. Documentation verifying accuracy of field engineering work. 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. Construction Staking 6 1. Construction staking will be performed by the City. 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 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 1 (7) Fire hydrants 2 (8) Gate valves 3 (9) Plugs, stubouts, dead-end lines 4 (10) Air Release valves (Manhole rim and vent pipe) 5 (11) Blow off valves (Manhole rim and valve lid) 6 (12) Pressure plane valves 7 (13) Cleaning wyes 8 (14) Casing pipe (each end) 9 b) Storm Sewer 10 (1) Top of pipe elevations and coordinates at the following locations: 11 (a) Every 250 linear feet 12 (b) Horizontal and vertical points of inflection, curvature, etc. 13 c) Sanitary Sewer 14 (1) Top of pipe elevations and coordinates for sanitary sewer lines at the 15 following locations: 16 (a) Every 250 linear feet 17 (b) Horizontal and vertical points of inflection, curvature, etc. 18 (c) Cleanouts 19 c. Construction survey will be performed in order to maintain complete and accurate logs 20 of control and survey work associated with meeting or exceeding the line and grade 21 required by these Specifications. 22 d. The Contractor will need to ensure coordination is maintained with the City to perform 23 construction survey and to verify control data, including but not limited to the 24 following: 25 1) Established benchmarks and control points provided for the Contractor's use are 26 accurate 27 2) Benchmarks were used to furnish and maintain all reference lines and grades for 28 tunneling 29 3) Lines and grades were used to establish the location of the pipe 30 4) Submit to the City copies of field notes used to establish all lines and grades and 31 allow the City to check guidance system setup prior to beginning each tunneling 32 drive. 33 5) Provide access for the City to verify the guidance system and the line and grade of 34 the carrier pipe on a daily basis. 35 6) The Contractor remains fully responsible for the accuracy of the work and the 36 correction of it, as required. 37 7) Monitor line and grade continuously during construction. 38 8) Record deviation with respect to design line and grade once at each pipe joint and 39 submit daily records to City. 40 9) If the installation does not meet the specified tolerances, immediately notify the 41 City and correct the installation in accordance with the Contract Documents. 42 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 43 1.11 FIELD [SITE] CONDITIONS [NOT USED] 44 1.12 WARRANTY [NOT USED] 45 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 APPLICATION 6 3.5 REPAIR / RESTORATION [NOT USED] 7 3.6 RE -INSTALLATION [NOT USED] 8 3.7 FIELD [oR] SITE QUALITY CONTROL 9 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in 10 accordance with this Specification. 11 B. Do not change or relocate stakes or control data without approval from the City. 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 21 CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 017423-1 DAP CLEANING Page 1 of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on -site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re -seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 5. Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 END OF SECTION CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH KAIROI STOCKYARDSMULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 4 5 A. Section Includes: 6 1. The procedure for closing out a contract 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. No 15 separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, certificates, 20 licenses and affidavits required for Work or equipment as specified are satisfactorily filed 21 with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of release of 24 liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 PART 2 - PRODUCTS [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 4 1 3.3 PREPARATION [NOT USED] 2 3.4 CLOSEOUT PROCEDURE 3 A. Prior to requesting Final Inspection, submit: 4 1. Project Record Documents in accordance with Section 01 78 39 5 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 6 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 7 23. 8 C. Final Inspection 9 1. After final cleaning, provide notice to the City Project Representative that the Work is 10 completed. 11 a. The City will make an initial Final Inspection with the Contractor present. 12 b. Upon completion of this inspection, the City will notify the Contractor, in writing 13 within 10 business days, of any particulars in which this inspection reveals that the 14 Work is defective or incomplete. 15 2. Upon receiving written notice from the City, immediately undertake the Work required to 16 remedy deficiencies and complete the Work to the satisfaction of the City. 17 3. Upon completion of Work associated with the items listed in the City's written notice, 18 inform the City, that the required Work has been completed. Upon receipt of this notice, 19 the City, in the presence of the Contractor, will make a subsequent Final Inspection of the 20 project. 21 4. Provide all special accessories required to place each item of equipment in full operation. 22 These special accessory items include, but are not limited to: 23 a. Specified spare parts 24 b. Adequate oil and grease as required for the first lubrication of the equipment 25 c. Initial fill up of all chemical tanks and fuel tanks 26 d. Light bulbs 27 e. Fuses 28 f. Vault keys 29 g. Handwheels 30 h. Other expendable items as required for initial start-up and operation of all equipment 31 D. Notice of Project Completion 32 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be 33 satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 34 E. Supporting Documentation 35 1. Coordinate with the City Project Representative to complete the following additional forms: 36 a. Final Payment Request 37 b. Statement of Contract Time 38 c. Affidavit of Payment and Release of Liens 39 d. Consent of Surety to Final Payment 40 e. Pipe Report (if required) 41 f. Contractor's Evaluation of City 42 g. Performance Evaluation of Contractor 43 F. Letter of Final Acceptance CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 4 1 1. Upon review and acceptance of Notice of Project Completion and Supporting 2 Documentation, in accordance with General Conditions, City will issue Letter of Final 3 Acceptance and release the Final Payment Request for payment. 4 3.5 REPAIR / RESTORATION [NOT USED] 5 3.6 RE -INSTALLATION [NOT USED] 6 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 017719-4 DAP CLOSEOUT REQUIREMENTS Page 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104233 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 6 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 1/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 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 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 6 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 KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 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 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 6 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 KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 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 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 6 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. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 6 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31 /2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 78 23 - 6 DAP OPERATION AND MAINTENANCE DATA Page 6 of 6 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH KAIROI STOCKYARDS MULTIFAMILY STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases, on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PX 23 24 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH KAIROI STOCKYARDS MUL TIFAMIL Y STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITYPROJECT NO. 104233 Revised April 7, 2014 Project Manual Assembly for Developer Awarded Projects General The provisions for Developer awarded projects are designed to provide the flexibility for the Developer to choose the type of agreement that the Developer enters into with a Contractor, while preserving the City's rights as the entity that will ultimately accept and own the Work. The sections as listed in the Table of Contents show which Sections are required and which are at the convenience of the Developer. The Developer should keep in mind when assembling a Project Manual that the City's standard documents are worded for a contract between the City and a Contractor. If the Developer chooses to use one of the City standard documents, it will likely have to be modified to represent a Contract between the Developer and a Contractor. Only those documents listed as "DAP Version" are the documents appropriate to use as is for Developer Awarded Project. City participation may require additional requirements if the project is required to be publicly advertised for bid. Below is a list of sections and a brief description of the intent of use for each Section. Section 00 11 13 - Invitation to Bidders If the project is required to be publicly advertised, an "Invitation to Bidders" is required and the Developer shall use the DAP Version of the Invitation to Bidders. If no Dublic advertisement is required, then the Invitation to Bidders can be as desired by the Developer or even omitted. Forms such as EJCDC and AIA can be used if the Developer does not have a form. These forms may be found at h"://www.eicdc.or2/ or httD://www.aia.ora/contractdocs/index.htm respectively. Section 00 21 13 - Instructions to Bidders If the project is required to be publicly advertised, an "Instructions to Bidders" is required and the Developer shall use the DAP Version of the Instructions to Bidders. If no Dublic advertisement is required, then the Instructions to Bidders can be as desired by the Developer or even omitted. Forms such as EJCDC and AIA can be used if the Developer does not have a form. These forms may be found at htti)://www.eicdc.or2/ or httD://www.aia.ora/contractdocs/index.htm respectively. Section 00 4100 - Bid Form If the project is required to be publicly advertised, the DAP Version of the Bid Form is required. If no Dublic advertisement is required, then the Bid Form can be as desired by the Developer or even omitted. Forms such as EJCDC and AIA can be used if the Developer does not have a form. These forms may be found at htt_D://www.eicdc.or2/ or htt_D://www.aia.or2/contractdocs/index.htm respectively. Section 00 42 43 - Proposal Form The Developer shall use the DAP Version of the Proposal Form. Section 00 43 13 - Bid Bond A Bid bond is optional for Developer Awarded Projects (whether City participation or not). Section 00 45 11 — Bidders Prequalification Optional CITY OF FORT WORTH PROJECT MANUAL ASSEMBLY — DEVELOPER AWARDED PROJECTS Revised September 1, 2015 Section 00 45 12 — Bidders Prequalification Statement Always Required (List specific WORK TYPE as outlined in the prequalification verbiage as provided by the City) Section 00 45 13 — Bidder Prequalification Application Optional Section 00 45 26 - Contractors Compliance with Workers Compensation Law Always Required Section 00 45 40 — Minority Business Enterprise Goal On certain projects with public participation as required by City Section 00 52 43 — Agreement The Agreement can be any standard that the Developer wishes. EJCDC, AIA, or even the City's DAP Version may be used if the Developer does not have a preferred agreement. EJCDC and AIA forms may be purchased at http://www.eicdc.or2/ or httD://www.aia.oriz/contractdocs/index.htm respectively. Old City of Fort Worth agreement format is not acceptable. Section 00 6125 — Certificate of Insurance This Section serves as a placeholder for the actual Acord Form to be inserted prior to Contract execution. Section 00 62 13 - Performance Bond Always Required Section 00 62 14 - Payment Bond Always Required Section 00 62 19 - Maintenance Bond Always Required 00 72 00 - General Conditions The General Conditions may be any standard that the Developer wishes. EJCDC or AIA may be used if the Developer does not have a preferred standard. These forms may be found at httD://www.e_icdc.or2_/ or htt_n://www.aia.or2_/contractdocs/index.htm respectively. Optional 00 73 00 - Supplemental Conditions The Supplemental Conditions may be any standard that the Developer wishes. EJCDC or AIA may be used if the Developer does not have a preferred standard. These forms may be found at http://www.eicdc.ori;/ or http://www.aia.orL/contractdocs/index.htm respectively. Optional 0073 10 - Standard City Conditions of the Construction Contract for Developer Awarded Projects Always Required Note: In order to keep the size of the project manual to a minimum and in efforts to conserve paper it is acceptable to print double sided. Be advised that with the exception of 00 73 10, this does not apply to the Division 00 documents. Further, it is advisable to utilize dividers to identify each contractor that is CITY OF FORT WORTH PROJECT MANUAL ASSEMBLY — DEVELOPER AWARDED PROJECTS Revised September 1, 2015 carrying out their respective component of the work. As the front end documents are common to all components, i.e., water & sewer, paving, storm drain, etc., it is not necessary to compose a book for each. Simply place dividers labelled by component to include the pertinent documents necessary for each contractor, e.g., proposal, prequalification statement, insurance, bonds, etc.. The final product will contain one set of front end documents and as many dividers as necessary to contain the pertinent information for each component/contractor within. This will contribute to the reduction in the number of books necessary for each project. CITY OF FORT WORTH PROJECT MANUAL ASSEMBLY — DEVELOPER AWARDED PROJECTS Revised September 1, 2015 intertek psi GEOTECHNICAL ENGINEERING SERVICES REPORT For the proposed Kairoi at Stockyards 400 E Exchange Ave Fort Worth, Texas 76164 Prepared for Kairoi Residential 711 Navarro Street, Suite 400 San Antonio, Texas 78205 Prepared by Professional Service Industries, Inc. 310 Regal Row, Suite 500 Dallas, Texas 75247 Telephone (214) 330-9211 PSI Project No. 03422220 October 25, 2021 intcNtelc. psi October 25, 2021 Kairoi Residential 711 Navarro Street, Suite 400 San Antonio, Texas 78205 Attn: Mr. Nick File Re: Geotechnical Engineering Services Report Kairoi at Stockyards 400 E Exchange Ave., Fort worth, Texas 76164 PSI Project No.: 03422220 Dear Mr. File: Professional Service Industries, Inc. (PSI) is pleased to provide this Geotechnical Engineering Services Report for the proposed Kairoi at Stockyards to be located at 400 E Exchange Ave., in Fort Worth, Texas. This report includes the results of field and laboratory testing, and recommendations for the building foundation and associated parking and drive areas, as well as general site development. PSI appreciates the opportunity to perform this geotechnical study and looks forward to continued participation during the design and construction phases of this project. If you have any questions pertaining to this report, or if PSI may be of further service, please contact our office at 214-330-9211. PSI also has great interest in providing materials testing and inspection services during the construction of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. (Registered Engineering Firm Certification: F-3307) Project Engineer f"' Richard Christensen, P.E. Department Manager OF x:M,.vENNA 'AGANil� • 88670 8 6.70 .. ..ti..] �7A ohan Vennalaganti, P.E. Chief Engineer Lon tntertek TABLE OF CONTENTS Page No. 1.0 PROJECT INFORMATION.............................................................................................. 1 1.1 Project Authorization.........................................................................................................1 1.2 Project Description............................................................................................................1 1.3 Purpose and Scope of Services.......................................................................................... 2 2.0 SITE AND SUBSURFACE CONDITIONS........................................................................... 3 2.1 Site Location and Description............................................................................................3 2.2 Field Exploration................................................................................................................ 3 2.3 Laboratory Testing.............................................................................................................4 2.4 Site Geology.........................................................................................................................4 2.5 Subsurface Conditions....................................................................................................... 5 2.6 Groundwater Information..................................................................................................5 3.0 EVALUATION AND RECOMMENDATIONS..................................................................... 7 3.1 Soil Shrink -Swell Potential..................................................................................................7 3.2 Geotechnical Discussion....................................................................................................7 3.3 Site Preparation and Fill Materials.....................................................................................8 3.4 Shallow Foundation Recommendations...........................................................................10 3.5 Ground Supported Floor Slab Recommendations............................................................12 3.6 Rammed Aggregate Pier Recommendations ........................ Error! Bookmark not defined. 3.7 Seismic Design.................................................................................................................12 4.0 PAVEMENT RECOMMENDATIONS..............................................................................13 4.1 Subgrade Soil Preparation................................................................................................13 4.2 Pavement Section............................................................................................................13 5.1 Secondary Design Considerations....................................................................................15 5.2 Construction Materials Testing........................................................................................16 5.3 Moisture Sensitive Soils/Weather Related Concerns.......................................................16 5.4 Drainage and Groundwater Concerns..............................................................................16 5.5 Excavations........................................................................................................................16 6.0 REPORT LIMITATIONS................................................................................................18 APPENDIX Site Vicinity Map (Figure 1) Aerial Plan with Boring Location (Figure 2) Boring Location Plan (Figure 3) Boring Logs Key to Terms and Symbols Used on Logs Lon Project Number: 03422220 to.Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 1 1.0 PROJECT INFORMATION 1.1 Project Authorization Professional Service Industries, Inc. (PSI) has completed the geotechnical exploration for the Kairoi at Stockyards multifamily development to be located at 400 E Exchange Ave., in Fort Worth, Texas. This geotechnical engineering study was authorized by Mr. Nick File with Kairoi Residential by signing PSI's Proposal Acceptance. The scope of the study was performed in general accordance with PSI Proposal No. 0342- 353921 dated September 15, 2021. 1.2 Project Description Project information was provided to PSI by Mr. Nick File with Kairoi Residential. The information provided included the project site location and a site plan. Based on the information provided, it is understood that the proposed development consists of the following: Phase I: • One, 4-story Multifamily Building A with a footprint of about 19,500 square feet (56 units); • One, 4-story Multifamily Building B with a footprint of about 23,850 square feet (82 units); • One, 4-story Multifamily Building C with a footprint of about 25,250 square feet (96 units); • One, 4-story Multifamily Building D with a footprint of about 15,670 square feet (64 units); • One, 4-story Multifamily Building E with a footprint of about 26,810 square feet (96 units); • One Clubhouse Building with a footprint of about 6,000 square feet; • Pool; and • Associated parking and drive areas. Phase II: • One, 4-story Multifamily Building with a footprint of about 87,910 square feet (350 units); Structural loading information was not available at the time of this report. However, based on experience with similar structures, the anticipated loads are detailed below. • Column loads 400 kips or less; • Wall loads less than 5 kips per linear foot; and • Slab loads not exceeding 150 pounds per square foot. For the proposed pavement, PSI anticipates that traffic loads will be produced primarily by passenger vehicles, light pickup trucks, occasional delivery semi -trucks, and occasional garbage trucks. Both concrete (rigid) and asphalt (flexible) pavements will be considered for this project. Based on the information provided it appears that most of the site is currently vacant except a two-story brick building on the southwestern side of the property. Based on the Google Earth historical aerial imagery, the site previously was an industrial development dating back to 2009. Since then, the industrial buildings were demolished, and the site has been graded. Currently, the site consists of grass ground cover and bushes. Based on the provided topographic survey, the site appears to be sloping from east (Elev. 561 feet) to west (Elev. 556 feet). www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 2 Site grading information was not provided at the time of this report. However, it is anticipated that the finished grades within the proposed building area will be within 4 feet of existing grades. This should be confirmed in advance of construction and PSI should be notified if more than 4 feet of fill/cut will be needed to achieve the finished grades in the proposed building footprint. The geotechnical recommendations presented in this report are based on the available project information, site location, laboratory testing, and the subsurface materials described in this report. If any of the noted information is incorrect, please inform PSI in writing so that we may amend the recommendations presented in this report if appropriate and if desired by the client. PSI will not be responsible for the implementation of its recommendations when it is not notified of changes in the project. 1.3 Purpose and Scope of Services The purpose of this study was to explore the subsurface conditions at the site and to provide geotechnical evaluation and recommendations for the proposed construction. The scope of work for this project included drilling 24 borings extending to a depth of approximately 6 to 25 feet below the existing grade. The scope also included performing laboratory testing and preparing this geotechnical report containing geotechnical recommendations. This report briefly outlines the testing procedures, presents available project information, describes the site and subsurface conditions, and presents recommendations regarding the following: • Site preparation recommendations; • Estimated potential soil movements associated with shrinking and swelling soils; • Foundation types, depths, allowable bearing capacities, and an estimate of potential movements for the multifamily buildings; • General pavement section design criteria and pavement subgrade preparation; • Definition of the seismic site class using the International Building Code; and • Comments regarding factors that may impact construction and performance of the proposed construction. The scope of services did not include an environmental assessment for determining the presence or absence of wetlands, or hazardous ortoxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Any statements in this report or on the boring logs regarding odors, colors, and unusual or suspicious items or conditions are strictly for informational purposes. Our scope did not include performing environmental drilling or testing of soil or groundwater samples. A geologic fault study to evaluate the possibility of surface faulting at this site was beyond the scope of this investigation. Should you desire a detailed fault study, please contact us. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 OV) Page 3 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 Site Location and Description The project site is located at 400 E Exchange Ave., in Fort Worth, Texas. Based on visual observations at the time of drilling the site consisted of grass ground cover. Based on the Google Earth historical aerial imagery, the site previously was an industrial development dating back to 2009. Since then, the industrial buildings were demolished, and the site has been graded. The truck -mounted drill rig experienced no difficulty in accessing the boring locations. 2.2 Field Exploration Subsurface conditions at the site were explored by drilling 24 borings at the approximate locations shown on the Boring Location Plan included in the Appendix. The borings were located in the field by PSI personnel using GPS coordinates obtained from Google Earth. The boring location information is included in Table 2.1. Table 2.1: Boring Location Information Boring Number goring Location J M —(feet) Depth GPS Coordinates Latitude Longitude B-1 Multifamily Building D 20a 32.79092 -97.34389 B-2 Multifamily Building D 15a 32.79043 -97.34377 B-3 Multifamily Building C 25 32.79043 -97.34306 B-4 Multifamily Building C 25 32.79086 -97.34269 B-5 Multifamily Building E 301 32.79119 -97.34232 B-6 Multifamily Building E 301 32.79068 -97.34216 B-7 Multifamily Building E 20a 32.79042 -97.34167 B-8 Multifamily Building A 25 32.79013 -97.34342 B-9 Multifamily Building A 25 32.78993 -97.34278 B-10 Multifamily Building (Phase II) 301 32.79017 -97.34232 B-11 Multifamily Building (Phase II) 8a 32.79017 -97.34131 B-12 Multifamily Building (Phase II) 25 32.78964 -97.34219 B-13 Multifamily Building (Phase II) 301 32.78955 -97.34158 B-14 Multifamily Building (Phase II) 301 32.78903 -97.34209 B-15 Multifamily Building (Phase II) 25 32.78903 -97.34114 B-16 Multifamily Building B 301 32.78958 -97.34275 B-17 Multifamily Building B 301 32.78904 -97.34271 B-18 Multifamily Building B 25 32.78903 -97.34342 B-19 Parking 6 32.78923 -97.34305 B-20 Parking 6 32.78965 -97.34351 B-21 Parking 6 32.78982 -97.34115 B-22 Parking 6 32.79089 -97.34172 B-23 Parking 6 32.79105 -97.34331 B-24 Parking 6 32.79153 -97.34267 Note: GPS coordinates are based on hand-held GPS unit. (a) The borings were terminated shallower than the plan depth due to the presence of contaminated materials (b) The borings were drilled to a deeper than the planned depth and were extended into rock. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 4 Elevations of the ground surface at the boring locations were not provided to PSI and should be determined by others prior to construction. Therefore, the references to depth of the various materials encountered are from the existing grade at the time of drilling. The borings were drilled and sampled in general accordance with ASTM standards. Drilling equipment utilized for this project included truck -mounted rotary drilling equipment with appropriate support vehicles. The borings were drilled using continuous flight auger drilling techniques. The borings were sampled continuously to the depth of 10 feet and at five-foot intervals thereafter. Soil formations were sampled using a three-inch outer -diameter seamless steel tube sampler. A hand penetrometer was used as an aid in evaluating the relative shear strength of the soils encountered during drilling. The hand penetrometer readings are shown on the boring logs at the corresponding sample depths. Groundwater level measurements were recorded at boring locations during the field operations and were noted on the boring logs. The borings were backfilled with soil cuttings after the drilling operations were completed. The subsurface conditions during drilling were monitored, logged and visually classified in the field by a geotechnical technician. Field notes were maintained for soil types and description, water levels, changes in subsurface conditions, and drilling conditions. After completion of field activities, the samples were transported to the laboratory in general accordance with ASTM D 4220. The soil samples were sealed in plastic bags and placed in secured containers prior to being transported to the geotechnical laboratory. Boring logs, which include soil descriptions, water level information, laboratory test data, stratifications, classifications based on the ASTM D 2487 and D2488, and sample types and depths are included in the Appendix. A key to descriptive terms and symbols used on the boring logs is also presented in the Appendix. 2.3 Laboratory Testing Laboratory testing of soils was performed in general accordance with applicable ASTM procedures. The laboratory testing program was established so that the engineering design parameters produced from the tests are appropriate for use in the engineering analyses and in support of the conclusions and recommendations. The geotechnical laboratory testing included the following tests: 1. Classification (ASTM D 2487 / 2488) 2. Moisture Content (ASTM D 2216) 3. Atterberg Limits (ASTM D 4318) 4. Percent Soil Particles Finer than No. 200 Sieve (ASTM D 1140) 5. Unconfined Compression Test (ASTM D 2166) 2.4 Site Geology As shown on the Dallas Sheet of the Geologic Atlas of Texas, the site is located in an area where Fluviatile Terrace Deposits (Qt) overlay the undivided Fort Worth Limestone and Duck Formation. The Fluviatile Terrace Deposits (Qt) deposits generally consist of clays, silts, sands, and gravel within the floodplain of the www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 5 rivers and their tributaries. The undivided Fort Worth Limestone and Duck Formation generally consists of interbedded clays, shales, shelly aggregates, ironstones and limestones. The subsurface conditions encountered in the borings are consistent with the mapped site geology. 2.5 Subsurface Conditions The subsurface conditions identified at the boring locations are shown on the boring logs included in Appendix of this report. A key to terms and symbols used on the logs is also included in Appendix. Based on the subsurface conditions identified by the exploratory borings, the generalized subsurface profile at this site is presented in Table 2.2. Table 2.2: Generalized Subsurface Profile Stratum Depth Range Description (feet) Fill Clayey Sand, dark brown to brown, tan and gray, with gravel, roots, 1 0 to 10 brick pieces with fine powdered brick fill and limestone fragments; Fill Sandy Clay, brown and red, gray, with brick pieces with fine powdered brick fill, limestone fragments, gravel and roots, Clayey Sand (SC), loose to very dense, reddish brown to brown, tan, with gravel; Poorly Graded Gravel with Sand (GP), medium to very dense, tan, II 2 to 18 trace clay; Clayey Gravel (GC), medium dense, tan, gray, with sand Poorly Graded Sand with Gravel (SP), loose to very dense, tan and brown, trace clay. III 18 to 30 Clay -Shale, very stiff, tan and gray Shale, soft to very hard, gray, with limestone seams The above subsurface description is of a generalized nature to highlight the major subsurface stratification features and material characteristics. The boring logs included in the Appendix should be reviewed for specific information at individual boring locations. These records include soil descriptions, stratification, locations of the samples, and laboratory test data. The stratification shown on the boring logs represent the conditions only at the actual boring locations. Variations may occur and should be expected across the site. The stratification represents the approximate boundary between subsurface materials and the actual transition may be gradual. Water level information obtained during field operations is also shown on the boring logs. 2.6 Groundwater Information The initial water levels were monitored in the open boreholes during drilling and attempts were made to measure final water levels. Summary of the groundwater level measurements at the boring locations is shown in Table 2.3. Table 2.3: Groundwater Measurements During Field Operations Boring Number Water Depth During Drilling (feet) Water Depth at the Completion of Drilling (feet) B-1 Not Encountered Dry B-2 Not Encountered Dry B-3 18 17 www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 L®ri Page 6 Boring Number Water Depth During Drilling (feet) Water Depth at the Completion of Drilling (feet) B-4 25 25 B-5 Not Encountered Dry B-6 Not Encountered Dry B-7 Not Encountered Dry B-8 Not Encountered Dry B-9 Not Encountered Dry B-10 Not Encountered Dry B-11 6 Not Observed B-12 19.5 19 B-13 19.5 26 B-14 18 19 B-15 18 23.5 B-16 19 18 B-17 18 17 B-18 17 17 B-19 Not Encountered Dry B-20 Not Encountered Dry B-21 Not Encountered Dry B-22 Not Encountered Dry B-23 Not Encountered Dry B-24 Not Encountered Dry Groundwater levels fluctuate seasonally as a function of rainfall, proximity to creeks, rivers and lakes, the infiltration rate of the soil, seasonal and climatic variations and land usage. Water seepage will largely depend on the permeability of the near surface soils. If more detailed water level information is required, observation wells or piezometers could be installed at the site, and water levels could be monitored. The groundwater levels presented in this report are the levels that were observed at the time of the field activities. It is recommended that the contractor determine the actual groundwater levels at the site at the time of the construction activities to determine the impact, if any, on the construction procedures. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 7 3.0 EVALUATION AND RECOMMENDATIONS 3.1 Soil Shrink -Swell Potential The results of laboratory plasticity tests indicate that low plasticity sandy clay and clayey sand soils are present at this site. The soils have minimal tendency to swell when soil moisture increases and shrink when the soil moisture decreases. The amount of potential soil movement due to shrinking and swelling with soil moisture variations could be about one inch. Poor drainage and water infiltration into the foundation soils can be detrimental to the ground supported structures. Excessive wetting of soil (due to accumulation of water), or, excessive drying (due to the presence large trees, etc.) could possibly result in greater movements. It is recommended that the moisture -related problems be corrected immediately. It is important to help reduce the possibility of moisture changes by following the precautions shown below: 1. Direct surface runoff away from structures by sloping the subgrade away from the floor slabs. 2. Extend paving or other impervious coverings, such as sidewalks, to the slab edge. 3. Extend roof drain downspouts so that the discharge is at least 5 feet from the slab. 4. Avoid placing trees or shrubs adjacent to slab. 5. Avoid excessive drying of soil around the slab. 3.2 Geotechnical Discussion Based on the subsurface conditions encountered at this site, the site consists of up to 10 feet of non- uniform sand fill materials with gravel and limestone fragments. Table 3.1 below shows the depth of fill materials as identified at the boring locations at each of the building area. It is anticipated that the depth of fill materials in each building area may be deeper than what is shown in the Table 3.1 depending on the previous grading and demolition activities performed at this site. Table 3.1: Range of Existing Fill Within the Building Areas Based on Borin Building Location Borings Existing Fill Depth (feet) A B-8, B-9 4 to 10 B B-16, B17, B-18 2 to 8 C B-3, B-4 2 to 5 D B-1, B-2 0 to 2 E B-5, B-6, B-7 2 to 4 Phase II B-10 through B-15 4 to 9 The fill soils encountered contain deleterious materials such as brick pieces, fine powdered brick, some wood pieces, organics, etc. The materials appear to be non -uniform and could contain deleterious materials or large voids may be present in localized area. In addition, the placement methods and the degree of compaction is unknown and could be non -uniform. Therefore, these materials should be considered non -uniform as well as compressible and should not be re -used or relied up on support. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 8 Structures supported on non -uniform and compressible materials may experience excessive or un-even settlements. It is recommended not to rely on support on existing on -site fill materials. PSI also noted some contaminated soils while drilling. It is recommended to refer to the PSI ESA report entitled "Phase I Environmental Site Assessment", dated October 20, 2021 for detailed summary of contaminants and remediation measures. Furthermore, it is noted that the large boulders (greater than 1- foot in particle size) and the presence of brick fragments within the subsurface material may pose some problems during compaction. Therefore, it is recommended, to perform test pits to evaluate the size and the extent of fill present. Based on information provided by the client, it is understood that the proposed building columns will be supported by shallow spread footings and the wall loads supported by a continuous exterior grade beam. A shallow foundation system bearing on properly prepared subgrade may be used to support the proposed buildings. For any ground -supported structures, it will be necessary to perform modifications to the subgrade in order to provide a uniform support. Detailed geotechnical recommendations are presented in the following sections. 3.3 Site Preparation and Fill Materials The following site preparation applies to the proposed multifamily building and pavement construction areas. It is recommended that the topsoil, organic material, fill materials and other miscellaneous debris (if applicable and are found during construction) be removed from the construction areas. The removal depth of organic material is generally about 6 inches but should be verified in the field during construction. A PSI representative should determine the actual depth of removal at the time of construction. After stripping of deleterious materials, the site should be excavated to the desired grade. Desired grade will depend on building or parking lot finished elevation and the depth of any subgrade modifications as discussed below for building pad preparation and in Section 4.1: Pavement Subgrade Preparation. The exposed soil should then be proof -rolled to locate any soft or loose areas. Proof -rolling shall be performed in accordance with Item 216 of Texas Department of Transportation (TxDOT), Standard specification for construction of highways, streets and bridges (TxDOT Spec) or equivalent procedure. Soils that are observed to rut or deflect excessively under the moving load should be undercut and replaced with properly compacted fill materials. A PSI representative should witness the proof -rolling and undercutting activities. It is advisable to perform the earthwork activities during a period of dry weather. The proof rolled subgrade shall be scarified to a depth of 6-inches and compacted to the "on -site soils" compaction specifications as shown in Table 3.4. After the completion of proof -rolling and undercutting activities, necessary fill placement may commence. 3.3.1 Building Pad Preparation: A ground supported slab can be constructed provided the movements associated with existing fill soils are reduced to a tolerable level and the owner understands the risk associated with such movements. Typically, it is the industry practice to consider one -inch soil movement as the tolerable level. In order to reduce the soil movements, it has been the industry practice to provide engineered soil layers in Table 3.2 be placed below the ground supported slab system. www.intertek.com/building Project Number: 03422220 Ln Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 � Page 9 Table 3.2: Select Fill Recommendations Layer Thickness Elevation Material Type (feet) (feet) Select Fill 2 +01 to -2 1-inch Remove and Replace Existing Fill (As much as 10 with Imported Common Fill or feet or -2 to -10 reusable Existing Fil12 as needed )2 Note(s): 1. Existing grade is anticipated to be the finished grade at +0 feet. 2. The existing fill should be removed in its entirety and replaced with common fill. The existing materials free deleterious materials such as brick pieces and organics, etc and have less than 3-inches in particle size can be reused as common fill. If the existing fill contains larger pieces (greater than 3 inches) or brick rubble or concrete rubble, trash or gravel, compacting these materials will be difficult and these materials may to be removed and replaced with clean imported common fill materials. The select fill should be placed within the plan area of the structure and to a distance of at least 5 feet beyond the perimeter of the structure and include building entrances and flatwork sensitive to movements. Plasticity and compaction requirements for the select fill are provided later in this section. 3.3.2 Courtyard Sidewalk and Flatwork or Poo/ Deck Areas: Typically, sidewalk or cast -in -place flat work including pool deck areas are performed using minimal subgrade preparation as these structures are assumed to tolerate some movements. If the sidewalk or cast -in -place flat work moves over time, they typically are maintained through removal and replacement of portion of the sidewalk or flat work that moves. As a minimum, at least 6-inches of compacted select fill should be placed below the sidewalk or flatwork. However, it should be realized that areas prepared as such could move as much as 3 to 6 inches due to the presence of compressible fill materials. The grades around the soil should be properly sloped such that water freely drains away from the sidewalk. If the movements associated with existing fill soils are to be reduced for any slab -on -grade system or flatwork such as pool/patio areas, it is recommended that either low -expansive select fill. In order to reduce potential movements associated with existing fill soils, engineered soil layers as provided in Table 3.1 should be performed within the areas of flatwork or sidewalk or pool deck areas sensitive to movements. 3.3.3 Fill Materials. Fill materials should be free of organics, miscellaneous debris and a particle size of 3 inches or less. If water must be added, it should be uniformly applied and thoroughly mixed into the soil by disking or scarifying. Care should be taken to apply compaction throughout the fill areas. The moisture content and degree of compaction of the fill should be maintained until the construction of structures. Each lift of select fill should be tested by a representative of the geotechnical engineer prior to placement of subsequent lifts. The following types of fill can be used as recommended in this report. Common Fill: Common fill may consist of on -site or imported materials. Imported common fill should be cohesive soils with a plasticity index of less than 25, free of organics and miscellaneous debris and have a particle size of 3 inches or less. The first layer of common fill materials should be placed in a relatively uniform horizontal lift and be adequately keyed into the prepared subgrade soils. Common fill should be www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 10 placed in maximum 8-inch loose lifts and compacted to the specifications as shown in Table 3.2. The existing fill material free of deleterious materials such as brick and organics etc., can be reused as common fill provided, they are evaluated for compliance for reuse. It is recommended that test be performed to prior to the approval of reuse of existing fill. Select Fill: Select fill materials shall be sandy lean clay or lean clay (CL) soils that have a liquid limit not greater than 35 and a plasticity index between 0 and 18. Clayey Sand soils that meet the above plasticity requirements and have a percent passing no. 200 greater than 40% may be reused as select fill. Select fill should be placed and compacted to the specifications as mentioned in Table 3.3. Flexible Base: Flexible base materials should meet TxDOT Item 247 Type A and D Grade 1 or 2. Recycled concrete can be used. Flexible base should be placed and compacted to the specifications as mentioned in Table 3.3. Lime Treated Soils: The lime treated soils are soils that are treated with 6 to 8% of lime expressed as percent of the dry weight of the soil to be treated. In order to determine the percentage of lime addition, lime series testing should be performed in accordance with ASTM D6276 or TxDOT test method TEX-121-E Part III (pH -Series). In addition, the soils should be checked for sulfates (TEX-145-E) prior to the use of lime. Lime treatment should be performed in accordance with the applicable provisions of Item 260 of the TxDOT Specification. Lime Treated soils can be used as Select Fill materials. Lime treated soil should be placed and compacted to the specifications as shown in Table 3.3. Table 3.3: Compaction Specifications Range of Compaction Minimum Percent of Loose Lift Moisture From Proctor Test Fill Type Maximum Dry Thickness Optimum Moisture Method Density (MDD) Content (OMC) Common Fill or On -site 8 inches 95 or greater 0% to +4% ASTM D 698 Soils Select Fill 8 inches 95 or greater 0% to +4% ASTM D 698 Flexible Base 8 inches 95 or greater -2% to +2% ASTM D 698 Lime Treated Soils 8 inches 95 or greater +0% to +4% ASTM D 698 3.4 Shallow Foundation Recommendations The proposed multifamily buildings may be supported on shallow spread footings/grade beams or monolithic, steel reinforced stiffened slab -on -grade foundation system (i.e., a waffle type grade beam configuration), provided that some differential movement can be tolerated, and the recommended subgrade preparation activities are performed. For a shallow foundation system, the building pad preparation requirements are shown in Section 3.3.1 and the site should be prepared as per Section 3.3. Shallow foundations could be placed at least two feet below the finished grade on properly compacted select fill soils or moisture conditioned clay and can be designed for a net allowable bearing pressure of 3,000 psf for www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 11 dead load plus live loads, and 2,000 psf for dead plus sustained live loads, whichever results in a larger bearing area. Stiffened slab -on -grade foundation system or waffle type grade beam foundation configuration can be conventionally reinforced; or, may be designed using be designed using the Third Edition of the Post - Tensioning Institute (PTI)1 "Design of Post -Tensioned Slabs -on -Ground" and the Volflo 1.5 design software. PTI design parameters were developed and are presented in the Table 3.3. The design parameters are based on preparing the building pad is prepared as recommended in Section 3.3 of this report. Table 3.3: PTI Design Parameters Building Pad Preparation Center Lift Edge Lift Em (feet) Ym (in) Em (feet) Ym (in) Section 3.3.1: Select Fill 9.0 -1.08 4.8 1.6 The grade beams should have a minimum width of 10 inches even if the actual bearing pressure is less than the design value. The perimeter grade beams should bear at least 24 inches below adjacent surface grades (i.e. bottoms of beams and pads should bear at least 24 inches below the adjacent ground surface). If soft or loose soils are encountered at the design bearing level, they should be undercut to stiff or dense soils and the excavation back -filled with concrete. A single isolated footing, with width no larger than eight feet, designed as discussed above, should experience a settlement of less than one inch. If a cluster of closely spaced footings (i.e., if the center to center spacing of the footings is less than two times the width of the footing) are planned, PSI should be contacted to calculate the amount of settlement. The base adhesion/frictional resistance and the passive soil resistance will resist the horizontal loads on shallow foundations. For a footing cast against natural clay soil or compacted soil, the adhesion/frictional resistance and the passive soil resistance values for both transient and sustained loading conditions are given herein. For transient loading conditions, an ultimate base adhesion resistance of 550 psf and an ultimate passive resistance of 2,000 psf can be used. For sustained loading conditions, a frictional co- efficient of 0.36 and an ultimate passive resistance of 240 psf per foot depth is recommended. A factor of safety of 2.0 is recommended to arrive at the allowable values. Passive resistance from the upper two feet of soil should be neglected. Also, the passive resistance of any un-compacted fill material should be neglected. The uplift resistance of a shallow foundation formed in an open excavation will be limited to the weight of the foundation concrete and the soil above it. For design purposes, the ultimate uplift resistance should be based on effective unit weights of 120 and 150 pcf for soil and concrete, respectively. This value should 1 Post -Tensioning Institute (PTI DC 10.1-08)- Design of Post -Tensioned Slabs -on -Ground, by the Post -Tensioning Institute, Third Edition 2004 www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas Ln October 25, 2021 OV, - Page 12 then be reduced by an appropriate factor of safety to arrive at the allowable uplift load. If there is a chance of submergence, the buoyant unit weights should be used. The foundation excavations should be observed by a representative of PSI prior to steel or concrete placement to assess that the foundation materials are capable of supporting the design loads and are consistent with the materials discussed in this report. Soft or loose soil zones encountered at the bottom of the footing or grade beam excavations should be removed and replaced with properly compacted fill as directed by the geotechnical engineer. After opening, footing or grade beam excavations should be observed, and concrete placed as quickly as possible to avoid exposure of the footing or grade beam bottoms to wetting and drying. Surface run-off water should be drained away from the excavations and not be allowed to pond. If possible, the foundation concrete should be placed during the same day the excavation is made. If it is required that footing or grade beam excavations be left open for more than one day, they should be protected to reduce evaporation or entry of moisture. 3.5 Ground Supported Floor Slab Recommendations A slab -on -grade floor slab can be constructed provided the site is prepared in accordance with the site preparation recommendations provided in Section 3.3: Site Preparation and Fill Materials of this report. An allowable net bearing pressure of 600 psf can be used for slab -on -grade bearing on compacted select fill. A vapor retarder such as polyethylene sheeting should be provided directly beneath the ground supported slab. Adequate construction joints and reinforcement should be provided to reduce the potential for cracking of the floor slab due to differential movement. 3.6 Seismic Design The International Building Code (IBC) was used in this report. As part of this code, the design of structures must consider dynamic forces resulting from seismic events. These forces are dependent upon the magnitude of the earthquake event, as well as, the properties of the soils that underlie the site. Part of the IBC code procedure to evaluate seismic forces requires the evaluation of the Seismic Site Class, which categorizes the site based upon the characteristics of the subsurface profile within the upper 100 feet of the ground surface. To define the Seismic Site Class for this project, we have interpreted the results of our test borings drilled within the project site and estimated appropriate soil properties below the base of the borings, as permitted by the code. The estimated soil properties were based upon data available in published geologic reports as well as our experience with subsurface conditions in the general site area. Based upon the evaluation, the subsurface conditions within the site are consistent with the characteristics of the Seismic Site Class D as defined in the building code. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas Ln October 25, 2021 0Y, - Page 13 4.0 PAVEMENT RECOMMENDATIONS 4.1 Subgrade Soil Preparation Based on subsurface soil information, PSI recommends that 12 inches of the onsite soils directly below the pavement should be compacted and the site be prepared as mentioned in Section 3.3 Site Preparation and Fill Materials of this report. 4.2 Pavement Section AASHTO design methodology can be used to design the pavements. According to AASHTO design methodology, the pavement design thickness primarily depends on strength of the subgrade soils and type of traffic. Traffic includes several types of vehicles with various magnitudes of axle loads that may be subjected to the pavement during its service life. The design involves a traffic analysis that converts various types of vehicles with various magnitudes axle loads to a number of 18-kip equivalent single axle load (ESAL) repetitions. The design engineer should perform the traffic analyses to compute the number of ESALs repetitions that would be subjected to the pavement during its service life or design life. Based on the computed ESALs, an economical and appropriate pavement can be designed accordingly. AASHTO low volume design methodology can also be used to design pavements. The low volume design methodology depends on typical subgrade conditions for 6 different U.S climatic zones and provides minimum thickness for 3 different levels of traffic. Based on AASHTO low volume design and our previous experience, we have provided pavement thickness for both a rigid and a flexible pavement system in the tables below. The tables below include thickness design corresponding to 3 levels of traffic (low, medium and high). It is recommended that the pavement design thicknesses correspond to following: • Low traffic condition: Parking areas expected to receive only passenger vehicles and light pickup truck traffic. • Medium traffic condition: Secondary drive areas and/or parking areas expected to receive delivery vans or light trucks or fire lanes. • High traffic condition: Parking and drive areas with heavy traffic, trash pickup areas, main access driveways, and 18-wheeler loading/unloading. Table 4.1: Minimum Rigid Pavement Section Pavement Material(s) Portland Cement Concrete Pavement Subgrade Design Thickness Medium High 5.0 inches 6.0 inches 7.0 inches As Discussed in Section 4.1 www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 14 Table 4.2: Minimum Flexible Pavement Section Pavement Material(s) Design Thickness Medium High Hot Mix Asphalt Concrete 2.0 inches 2.5 inches 3.0 inches TxDOT Item 340. Type D Flexible Base Material 6.0 inches 8.0 inches 8.0 inches TxDOT Item 247. Type A or D, Grade 1 or 2 Pavement Subgrade As Discussed in Section 4.1 Large front -loading garbage trucks frequently impose concentrated front -wheel loads on pavements during loading. This type of loading typically results in rutting of the pavement and ultimately, pavement failures. Therefore, it is recommended that the pavement in trash pickup areas consist of a minimum 7-inch thick, reinforced concrete slab. During the construction phase of this project, site grading should be kept in such a way that the water drains freely off the site. Proper finishing of concrete pavements requires the use of sawed and sealed joints. Construction joints should be designed in accordance with current Portland Cement Association guidelines. Joints should be sealed to reduce the potential for water infiltration into pavement joints and subsequent infiltration into the supporting soils. Joint spacing is recommended at 15-foot intervals for plain concrete. Dowel bars should be used to transfer loads at the transverse joints. Normal periodic maintenance will be required. The design of steel reinforcement should be in accordance with accepted codes. The concrete should have a minimum compressive strength of 3,500 psi at 28 days. The concrete should also be designed with 5 ± 1 percent entrained air to improve workability and durability. Pavement materials and construction procedures should conform to TXDOT or appropriate city and county requirements. Surface water infiltration to the pavement subgrade layers may soften the subgrade soils. Considering several factors in the pavement design can reduce surface infiltration. The following are some of the factors that need to be emphasized in order to maintain proper drainage. 1) Appropriate slopes should be provided to drain the water freely from the pavement surface. 2) Joints should be properly sealed and maintained. 3) Side drains or sub drains along a pavement section may be provided. 4) Proper pavement maintenance programs such as sealing surface cracks, and immediate repair of distressed pavement areas should be adopted. 5) During and after the construction, site grading should be kept in such a way that the water drains freely off the site and off any prepared or unprepared subgrade soils. Excavations should not be kept open for a long period of time. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 OV) Page 15 5.0 CONSTRUCTION CONSIDERATIONS 5.1 Secondary Design Considerations The following information has been developed after review of numerous problems concerning foundations throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design and specifications for the project, performance of the project will be improved. Prior to construction, the area to be covered by building should be prepared so that water will not pond beneath or around the building after periods of rainfall. In addition, water should not be allowed to pond on or around pavements. 2. Roof drainage should be collected and transmitted by pipe to a storm drainage system or to an area where the water can drain away from buildings and pavements without entering the soils supporting buildings and pavements. 3. Sidewalks should not be structurally connected to buildings. They should be sloped away from buildings so that water will be drained away from structures. 4. Paved areas and the general ground surface should be sloped away from buildings on all sides so that water will always drain away from the structures. Water should not be allowed to pond near buildings after the floor slabs and foundations have been constructed. 5. Backfill for utility lines that are located in pavement, sidewalk and building areas should consist of on -site fill. The backfill should be compacted as described in the Earthwork and Fill Materials section of this report. Lesser lift thicknesses may be required to obtain adequate compaction. 6. Care should be exercised to make sure that ditches for utility lines do not serve as conduits that transmit water beneath structures or pavements. The top of the ditch should be sealed to inhibit the inflow of surface water during periods of rainfall. 7. Flower beds and planting areas should not be constructed along building perimeters. Constructing sidewalks or pavements adjacent to buildings would be preferable. If required, flower beds and planting areas could be constructed beyond the sidewalks away from the buildings. If it is desired to have flower beds and planting areas adjacent to a building, the use of above grade concrete box planters, or other methods that reduce the likelihood of large changes in moisture content of soils adjacent to or below structures should be considered. 8. Water sprinkling systems should not be located where water will be sprayed onto building walls and subsequently drain downward and flow into the soils beneath foundations. 9. Trees in general should not be planted closer to a structure than the mature height of the tree. A tree planted closer to a structure than the recommended distance may extend its roots beneath the structure, allowing removal of subgrade moisture and/or causing structural distress. 10. Utilities that project through slab -on -grade floors should be designed with some degree of flexibility and/or with a sleeve to reduce the potential for damage to the utilities should movement occur. 11. Soil supported floor slabs are subject to vertical movements. This often causes distress to interior wall partitions supported on soil supported floor slabs. This should be considered in the design of soil supported floor slabs. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 16 5.2 Construction Materials Testing It is recommended that PSI be retained to provide observation and testing of construction activities involved in the foundations, earthwork, and related activities of this project. PSI cannot accept any responsibility for any conditions that deviates from those described in this report, nor for the performance of the foundations if not engaged to also provide construction observation and testing for this project. Observation of all foundation bearing materials, pier construction activities, structural steel and subgrade treatment operations should be performed by a representative of PSI. Density testing should be performed at a rate of one per 2,500 square feet per 8-inch lift in building areas, one test per 10,000-square feet per 8-inch lift in paved areas and 1 per 100 linear feet per 8-inch lift in utility trench backfill. A moisture -density relationship (Proctor), Atterberg's limit and minus 200 sieve test should be performed for each material encountered at finished subgrade elevation. 5.3 Moisture Sensitive Soils/Weather Related Concerns The upper fine-grained soils discovered at this site could be sensitive to disturbances caused by construction traffic and changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils that become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. Construction schedules should account for these conditions during wetter times of the year. 5.4 Drainage and Groundwater Concerns Water should not be allowed to collect in the foundation excavation, on floor slab areas, or on prepared subgrades of the construction area either during or after construction. Undercut or excavated areas should be sloped toward one corner to facilitate removal of any collected rainwater, ground water, or surface runoff. Positive site surface drainage should be provided to reduce infiltration of surface water around the perimeter of the building and beneath the floor slabs. The grades should be sloped away from the building and surface drainage should be collected and discharged such that water is not permitted to infiltrate the backfill and floor slab areas of the building. PSI recommends that the contractor determine the actual ground water levels at the site at the time of the construction activities. It may be expedient to drill auger holes or excavate test pits adjacent to the building area immediately prior to construction to determine the prevailing water level elevation. Any water accumulation should be removed from excavations by pumping. Should excessive and uncontrolled amounts of seepage occur, the geotechnical engineer should be consulted. 5.5 Excavations In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen entering trenches or excavations. It is mandated by this federal regulation that excavations, whether they be utility trenches, basement excavation or footing excavations, be constructed in accordance with the new OSHA guidelines. It is our understanding that these regulations are being strictly www.intertek.com/building Project Number: 03422220 un.Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 17 enforced and if they are not closely followed the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom. The contractor's "responsible person", as defined in 29 CFR Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height, slope inclination, or excavation depth, including utility trench excavation depth, exceed those specified in local, state, and federal safety regulations. We are providing this information solely as a service to our client. PSI does not assume responsibility for construction site safety or the contractor's or other party's compliance with local, state, and federal safety or other regulations. www.intertek.com/building Project Number: 03422220 Kairoi at Stockyards, Fort Worth, Texas October 25, 2021 Page 18 6.0 REPORT LIMITATIONS The recommendations submitted in this report are based on the available subsurface information obtained by PSI and design details furnished by the client for the proposed Kairoi at Stockyards multifamily development to be located at 400 E Exchange Ave., in Fort Worth, Texas. If there are any revisions to the plans for this project, or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. The geotechnical engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. This report may not be copied, except in the entirety, without expressed written permission from PSI. PSI is not responsible for any claims, damages, or liability associated with the interpretation or re -use of the subsurface data or engineering analysis or the conclusions or recommendations of others based on the findings and recommendations presented herein. After the plans and specifications are more complete, the geotechnical engineer should be retained and provided the opportunity to review the final design plans and specifications to check that our engineering recommendations have been properly incorporated into the design documents. At that time, it may be necessary to submit supplementary recommendations. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. This geotechnical report has been prepared for the exclusive use of Kairoi Residential and their representatives for the specific application of the proposed Kairoi at Stockyards multifamily development to be located at 400 E Exchange Ave., in Fort Worth, Texas. www.intertek.com/building On APPENDIX www.intertek.com/building SITE VICINITY MAP GEOTECHNICAL ENGINEERING SERVICES DATE: 10/22/2021 U1tertchk Kairoi at Stockyards 310 Regal Row, Suite 500 400 E Exchange Ave., Dallas, Texas 75247 Fort Worth, Texas 76164 DRAWN: SGA ps� PHONE: (214) 330-9211 FIGURE No. 1 PSI PROJECT No.: 03422220 CHKD:: KMV I .. i BORING LOCATION PLAN -AERIAL e ; r � t k�e �g r - a 1t;r jW7 � k a Y ON.00" 4110 1 • ` ' ' ;A t z 1r GEOTECHNICAL ENGINEERING SERVICES DATE: 10/22/2021 intertek Kairoi at Stockyards 310 Regal Row, Suite 500 400 E Exchange Ave., Dallas, Texas 75247 Fort Worth, Texas 76164 DRAWN: SGA ps� PHONE: (214) 330-9211 FIGURE No. 2 PSI PROJECT No.: 03422220 CHKD:: KMV I ., Q 0 �ZrZi : a. : I N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING: 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79092 z 10 p LONGITUDE:-97.34389 W —a DESCRIPTION FILL CLAYEY SAND. dark brown and tan, with 0 gravel, trace roots w ! CLAYEY SAND (SC), medium dense, reddish a x brown — loose with gravel 4 to 6 feet Q —5 X z o— -dense with occasional gravel 6 to 8 feet Lu 0 medium dense with occasional gravel 8 to 13 feet N —10— o a: i Y `-' � . POORLY GRADED GRAVEL WITH SAND (GPI, U) x very dense, tan, trace clay _ —15 a. o. . 0 i Z gjy? SANDY LEAN CLAY (CLI, hard, tan lam! -possible contaminated soils at 19 feet �r20 -Boring terminated at 20 feet due to presence of contaminated materials C,o25— W co —30- -35- -40— T 0 —45- 0 0 z 0 U) 0 0 x a —50— DEPTH OF BORING: 20 FEET DATE DRILLED: 10/12/21 Q o NOTES: Automatic 170 Ibs, 24 inches. J Co PSI Project No.: 03422220 wo COMPRESSIVE wC;::, z�� UJ�J 5X STRENGTH — Z�> w �z HwTONS/SO.FT. V)Z U� nF-� W(DQOOa �Hm CL g a •UC AUU oOfOHP ap U 0 1 2 3 4 5 F- ILL PL PI Iv:"15 2S N:12/9/E 12 N A/4/3 9 1 J:6/20/21 5 27 N:6/6/7 4 N:24/40' 4 50(45" 11:50(1.5') 9 55 DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: Int@rt@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 �ZeZi : a. : I N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o w COORDINATE (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING: 6 J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79043 In z p LONGITUDE:-97.34377 W _o PTION N calr FILL CLAYEY S ND. arkk bbrown and brown, with 0 v gravel, trace roots L CLAYEY SAND (SC). loose, brown and tan, with o o x gravel pieces J g —5 �( z o— -very dense with gravel 6 to 8 feet 0 dense with gravel 8 to 13 feet —10— Nki o a: i!�Y 0 CLAYEY GRAVEL (GC), medium dense, tan, u brown, with sand W -possible contaminated soils at 13 feet Boring terminated at 15 feet due to presence of ° contaminated materials a Y N �r20— a� M O (n H 0� C,o25— W co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x a —50— DEPTH OF BORING: 15 FEET DATE DRILLED: 10/12/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 wo COMPRESSIVE wC;::, z�� tUr)y� pCJ�J UJ�J 5X STRENGTH — z�> w HO� �z HwTONS/SO.FT. V)Z U� nF-� W(D �Hm CL QOOa g a •UC AUU oOfOHP ap U 0 1 2 3 4 5 ILL PL PI N:5/8/6 6 N:5/3/3 8 N A/3/4 4 1 J:6/18/41 5 N:12/12' 4 18 N:5/6/1,'' 10 DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 O LOG OF BORING B-03 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING z M 1--a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79043 10 z LONGITUDE:-97.34306 W _o DESCRIPTION FILL CLAYEY SAND. brown and tan, with brick — pieces and fine powdered brick fill 0 w -push refusal at 1 feet Lu a 0 0 Q J CLAYEY SAND (SC). loose, tan o -medium dense with gravel 6 to 9 feet Lu 0 jtx -dense with ravel 9 to 13 feet Y —10�f g o a: i o_ -medium dense with gravel 13 to 18 feet W—15—;//�.� x � 0 `✓ Y SHALE, hard, gray, with limestone seams 0 N �20 7 O H U W O � -very hard below 24 feet � W co —30- -35- -40— T 0 —45- 0 0 z 0 U) 0 O x DEPTH OF BORING: 25 FEET DATE DRILLED: 10/7/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co Lu �_ zH� �H �H H� UW z �— u)— Cl) H0 OO o_ J a— m ILL PL PI N:15/ 5 50(5.0', 6 N:5/4/4 9 N:5/7/7 8 N:18/20' 4 18 N:12/9/f 7 TCN:100(1.50") TCN:100(0.50") PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � inw O HP • UC A UU 0 1 2 3 4 5 O DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 18 feet GROUND WATER AFTER DRILLING: 17 feet DELAYED GROUND WATER: WU WU Q Da Oo W dN z U uu)j im Intertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 O LOG OF BORING B-04 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o w COORDINATE (X) OR EASTING: wo } b w } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX z M J a- APPROX. SURFACE ELEVATION: �� W �� Q �o w w p < LATITUDE: 32.79086 �H� OZ JJ _J Jz z LONGITUDE:-97.34269 m 20 0- W —a DESCRIPTION ILL PL PI FILL CLAYEY SAND. brown, with gravel I4:3/11/1 3 9 0 LU CLAYEY SAND (SC), dense, reddish brown and N:18/19' S `•x tan 20 g N:9/15/ -5-� ..: i� 17 11 z o- -boulder encountered at 6 feet 11:50(2.5') 4 W - loose 8 to 13 feet � N:5/3/3 15 Y -10- o a: i Y `-' POORLY GRADED GRAVEL WITH SAND (GPI, N:6/11/ ° medium dense, tan 18 14 Q �O . 0 ° Y SHALE, soft to hard, gray o N:21/37' -20—N 50(4.5"; a o � U W O ��Ilimestone seam at 24 feet T.100(2.7) C,o2:, W co -30- -35- -40- T 0 -45- 0 0 z 0 U) 0 O x a -50- DEPTH OF BORING: 25 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches. Co PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � cnw on w� Q on ao z ao OHP •UC AUU z� o" o 0 1 2 3 4 5 Z) 0U) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 25 feet GROUND WATER AFTER DRILLING: 25 feet DELAYED GROUND WATER: 17 37 Int@rt@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 0 LOG OF BORING B-05 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79119 10 z LONGITUDE:-97.34232 W —a ,SC131PTION FILL CLAYEY S N reddish brown, with gravel 0 0 w ! CLAYEY SAND (SC), medium dense, reddish a x brown and tan, with gravel 0 g —5—' z_ z W Lu L _ N —10— o a: i o p ,. _ POORLY GRADED SAND WITH GRAVEL (SP), 0 o x loose to medium dense, tan W—15�..:':3.— °:.: Y o SHALE, soft, gray � 25 W 0 � N N W (7 —3C —35- -40— T 0 —45- 0 0 z 0 U) 0 0 x a —50— DEPTH OF BORING: 30 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co Lu �_ 5X �—Lu _0� <� WZ Cl) H0 OO � J a— m ILL PL PI N:1U/13' 5 10 N:9/7/ 15 14 N:7/10/ 15 14 N:10/13' 10 10 N:12/8/E 6 N:11/12' 8 14 N:15/5/: L :33/26/:6 T 100(4.C) PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � inw U OHP •UC AUU oza 2" cli 8-1 a 0 1 2 3 4 5 Z) L)u) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: 33 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-06 Kairoi at Stockyards 400 E Exchnage Ave, Fort Worth, Texas 76164 i TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan Lu (X) OR EASTING: Wo } LL } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX i J APPROX. SURFACE ELEVATION: HW 6� Q2 UWp CL w p < LATITUDE: 32.79068 �03LZ JJ J Jz o ) LONGITUDE:-97.34216 m 20 a _0 DESCRIPTION ILL PL PI FILL CLAYEY SAND. dark brown and red, with N:1U/1b' 13 X gravel and fine powdered brick fill layers 17 7 N:8/11/ 12 r 22 CLAYEY SAND (SC). loose, reddish brown and N:7/4/3 5 -5' _ tan, with gravel -medium dense 6 to 13 feet N:5/15/ i x 2 15 N:6/7/ 4 -10-�. 13 0 dense 13 to 18 feet Lu -15 _ x 0 Y CLAY -SHALE. very stiff, tan and gray 0 N �` -20 a SHALE, soft, gray 0 d 2^ w N O N 0 w 0 -3C Cn w -40- T 0 -45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 30 FEET DATE DRILLED: 10/11/21 ¢ o NOTES: Automatic 170 Ibs, 24 inches J Co N:13/19' 6 24 N:14/10' 11 T.100(4.C') T.100(5.C') PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � cnw �U Da w� dz Q o OHP •UC AUU z� oW ao o 0 1 2 3 4 5 L)u) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: 20 28 Int@rt@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 �ZeZi : a. : I I N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING: 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79042 10 z LONGITUDE:-97.34167 W _o YUCRIPTION FILL SANDY C ,brown and red, with brick 0 pieces and fine powdered brick fill and roots a- w a CLAYEY SAND (SC). medium dense, reddish W_5 X brown 0 Lu -tan below 7 feet 0 -dense 8 to 13 feet Y —10—✓ v; o a: i Y `-' POORLY GRADED SAND WITH GRAVEL (SP o x medium dense, tan and brown W °;.;. Y very dense below 18 feet �`r2C d� -possible contaminated soils at 19.5 feet C,o25— W co —30- -35- -40— T 0 —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 20 FEET DATE DRILLED: 10/8/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co Lu �_ zH� �H �H �H UW z �— �— Cl) H0 OO � J a— m ILL PL PI PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ 2 z> TONS/SQ.FT. LL U in w U C� a OHP •UC AUU za 0 1 2 3 4 5 0Of L)U) 5 7 7 11 51 15 36 7 N:11/9/f 5 N:5/7/6 4 N:11/19' 17 N:2/5/Vf 4 N:17/30' 4 qn DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: 54 ill Intertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 $ LOG OF BORING B-08 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o w COORDINATE (X) OR EASTING: wo } b u } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX z M J a- APPROX. SURFACE ELEVATION: �� W �� Q �o w w p < LATITUDE: 32.79013 �H� �Z JJ -J JZ z LONGITUDE:-97.34342 m 20 0- z DESCRIPTION ILL PL PI _o FILL CLAYEY SAND. brown and red, with brick N:6/8/8 9 0 a- ta pieces and fine powdered brick fill LU N:2/2/2 11 a 0 0 Q _5 N:3/2/2 9 F z w N:1/1/2 14 W 0w N:3/6/6 9 Y —10— '.. . POORLY GRADED SAND WITH GRAVEL (SPI, a: dense, tan N:10/20' 5 24 12 12 22 i...... 0 Y LIMESTONE, hard, gray r2C— T.100(1.C') SHALE, hard, gray, with limestone layers M O H U O a- J W co T.100(2.7) —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 25 FEET DATE DRILLED: 10/7/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � cnw on on w� az Q o OHP •UC AUU z� ao 8-1 0 1 2 3 4 5 Z) o" uU) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: 35 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-09 Kairoi at Stockyards 400 E Exchnage Ave, Fort Worth, Texas 76164 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING: 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.78993 10 z LONGITUDE:-97.34278 W _o �,SCIJPTION FILL SANDY C Y, ffan, wlitth gravel, rock pieces 0 and roots LU-with calcareous nodules o -push refusal at 4 feet CLAYEY SAND (SC). dense, brown, with limestone Q _5'._ fragments z o �X -medium dense, with clayey seams below 6 feet Lu _ -with gravel below 8 feet Y —10—�. v; o a: i Y 0 O U) Lu —15 _ Q 0. POORLY GRADED SAND WITH GRAVEL (SPI, a medium dense, tan and gray CLAYEY GRAVEL (GCI, very dense, tan and gray, ?720—">j with sand SHALE, hard, gray, with limestone seams w �23 w co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x a —50— DEPTH OF BORING: 25 FEET DATE DRILLED: 10/7/21 Q o NOTES: Automatic 170 Ibs, 24 inches. J Co Lu �_ zH� �H �H �H UW z �— �— ClOO J d a— m ILL PL PI 9 8 8 39 15 24 N:8/23/ 6 15 N:6/8/7 9 24 14 10 N:8/8/1(1 8 N:10/12' 12 16 (I:bU("L.(J') 12 T.100(2.7) PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ Z > TONS/SQ.FT. LL U) inw oU a OHP •UC AUU za 2" 0 1 2 3 4 5 Z) c)u) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: 79 35 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79017 10 z LONGITUDE:-97.34232 W _o DESCRIPTION FILL SANDY C Y, dark brown and gray, with calcareous nodules, limestone fragments and brick O w pieces CLAYEY SAND (SC). medium dense, reddish brown o -tan and brown 7 to 14 feet Lu 0 Y —10—�. v; -with gravel 11 to 14 feet 0 O tan and gray below 14 feet, trace gravel w —15— x Q 0 Y � CLAY -SHALE_ very stiff, gray and tan o y N �\ SHALE, hard, gray, with limestone seams w 0 oo�25 w N O N 0 w (7 —K —35- -40— T 0 —45- 0 z 0 U) 0 0 x DEPTH OF BORING: 30 FEET DATE DRILLED: 10/7/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co Lu �_ zH4- 5H �H H� UW z :— �— �o Dw _0� <� Wz Cl) H0 OO o_ J a— m ILL PL PI 10 9 49 18 31 11 9 5 N:3/5/5 5 N:3/4/7 8 31 13 18 N:10/12' 23 15 T.100(1.C') T.100(5.C') PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL U in w U C� a OHP •UC AUU za 0 1 2 3 4 5 0Of L)U) O O 130 7.37 e DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: 71 39 Int@rt@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 $ LOG OF BORING B-11 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o LuCOORDINATE (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79017 In z LONGITUDE:-97.34131 W _o DESCRIPTION FILL CLAYEY SAND. brown, gray and tan, with O gravel, limestone fragments and brick pieces a- w a -push refusal at 2.5 feet — CLAYEY SAND (SC). medium dense, tan, with z _5 ravel . brown below 6 feet, wet -possible contaminated soils at 8 feet O Q Boring terminated at 8 feet due to presence of Y —10— contaminated materials v; 0 a: a Y 0 O H = —15- � 25— W co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 8 FEET DATE DRILLED: 10/8/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co Lu �_ zH� �H �H H� UW z �— �— vaiH0 0O J o_ a— m ILL PL PI 7 5 37 15 22 N:10/12' 0 12 N:7/7/6 6 N:6/4/3 18 PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � inw oU a OHP •UC AUU za 2" cli 0 1 2 3 4 5 Z) L)u) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 6 feet GROUND WATER AFTER DRILLING: Not Observed DELAYED GROUND WATER: 50 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING: 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.78964 10 z LONGITUDE:-97.34219 W _o DESCRIPTION FILL SANDY CLAY, dark brown, with limestone 0 fragments and calcareous nodules a- w a 0 0 J z _5 POSSIBLE FILL SANDY CLAY, dark brown, with o limestone fragments W CLAYEY SAND (SC). medium dense, tan, with < Y gravel a: f U 0 _ L — w15 x Q Y dense below 18 feet 0 N 0 M_ SHALE, hard, gray, with limestone layers w �23 w co —30- -35- -40— T 0 —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 25 FEET DATE DRILLED: 10/7/21 Q o NOTES: Automatic 170 Ibs, 24 inches. J Co Lu �_ 5X C/)—Lu Cl) H0 OO � J a— m ILL PL PI 12 12 11 14 45— 18— 27 14 11 27 13 14 N:10/12' 6 12 N:12/21 ' 11 22 T.1000 .C') PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL U in w U C� a OHP •UC AUU za 8-1 0 1 2 3 4 5 0Of UU) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 19.5 feet GROUND WATER AFTER DRILLING: 19 feet DELAYED GROUND WATER: 116 4.31 68 38 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-13 N Kairoi at Stockyards M 0 400 E Exchnage Ave, Fort Worth, Texas 76164 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan PSI Project No.: 03422220 oFr w COORDINATE (X) OR EASTING: wo COMPRESSIVE W o CL } w COORDINATE (Y) OR NORTHING: J Q " o ZH� �H H U H� ~X STRENGTH U ~ >_= Co Z> _ � a APPROX. SURFACE ELEVATION: � Cl) �Z �g �J cog �o TONS/SQ.FT. }LL W( cnF- Fw Z d J p LATITUDE: 32.78955 HIL� U)� �H0 Oz J JJ U)Z �— a �� CL QO w o Z LONGITUDE:-97.34158 m 2U o- O HP • UC UU ~ z W o a � w U ILL PL PI 0 1 2 3 4 5 �� —0 W DESCRIPTION FILL CLAYEY S ND. brown and gray, with X limestone fragments NA3/23' 4 42 0 W -limestone boulder 2 to 5 feet 11:50(1.0') 4 a 0 0 z — POSSIBLE FILL CLAYEY SAND. reddish brown N:7/4/5 11 o and tan, with gravel and concrete pieces uJ N.1 3/4/ 4 24 15 9 34 CLAYEY SAND ! (SC). medium dense, brown and N:5/5/5 5 Y —10 tan, with gravel N:4/5/1:, 3 uJ —15 Q -dense, tan below 18 feet N:7/11/ � 14 16 9 7 30 �r �2021 M� U 1l i o ===L SHALE, soft, gray, with limestone seams N:15/25' � 25 50(1.5"; 19 L N � � N 0 W a —3C �� -hard below 29 feet T.100(0.7) J J 0 V M O 0 U w o —35— a Cn w —40— M a N N O —45- 0 z 0 U) 0 0 x DEPTH OF BORING: 30 FEET DEPTH TO GROUND WATER DATE DRILLED: 10/8/21 GROUND WATER DURING DRILLING: 19.5 feet ¢ GROUND WATER AFTER DRILLING: 26 feet o NOTES: Automatic 1701bs, 24 inches DELAYED GROUND WATER: J Co Intertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-14 Kairoi at Stockyards 400 E Exchnage Ave, Fort Worth, Texas 76164 i TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan PSI Project No.: 03422220 w COORDINATE (X) OR EASTING: Wo } COMPRESSIVE W ' LL LL } w COORDINATE (Y) OR NORTHING: J ZHLL o " o H U ~x U STRENGTH ~ >_ Y Co z> J a- APPROX. SURFACE ELEVATION: in �H HW Cg H� Qg �o TONS/SO.FT. W v w� U)U) LL wo O Q LATITUDE: 32.78903 0-0 �� Oz JJ JJ LL QZ oa �z ao LONGITUDE:-97.34209 ��O m 20 J o- OHP •UC �UU ~� z �W o o U 0 1 2 3 4 Uu) W —o DESCRIPTION ILL PL PI FILL SANDY CLAY, dark brown and tan, with brick 12 O oA pieces and fine powdered brick fill, gravel, roots 18 O IL W 17 51 18 33 0 0 J Q 12 W x CLAYEY SAND (SC). medium dense, brown and tan 13 31 12 19 -tan with gravel and clay seams below 9 feet 11 Q —10� / _ dense, tan below 13 feet h :10/18/' 9 °1 —15— 0 `z Y very dense below 18 feet 11:50(5.0') 0 �r20 o U o SHALE, soft, gray, with limestone seams � 25 � T100(6.C') w 0 N O N W a —3C -hard below 29 feet T.100(2.7 J J 0 N V M O 0 U w o —35— a Cn w —40— � —45- 0 z 0 U) 0 0 x DEPTH OF BORING: 30 FEET DEPTH TO GROUND WATER DATE DRILLED: 10/7/21 GROUND WATER DURING DRILLING: 18 feet ¢ GROUND WATER AFTER DRILLING: 19 feet o NOTES: Automatic 1701bs, 24 inches DELAYED GROUND WATER: J Co Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 74 54 Q 0 $ LOG OF BORING B-15 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o w COORDINATE (X) OR EASTING: wo } b w } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX z M J a- APPROX. SURFACE ELEVATION: �� W �� Q �o w w p < LATITUDE: 32.78903 �H� �Z JJ _J JZ z LONGITUDE:-97.34114 m 20 0- W DESCRIPTION ILL PL PI —o FILL CLAYEY SAND. brown, with gravel 9 0 7 LU FILL SANDY CLAY, reddish brown 12 39 16 23 a 0 0 9 J g —5 F W 8 uJ -with gravel, roots and metal wire 4 21 10 11 0 POORLY GRADED SAND (SPI, loose, brown and Y—10-:.:': ;.. tan �( N:6/4/5 4 0 a: a Y o -medium dense, tan with gravel 13 to 18 feet x N:5/8/6 13 Lu Y very dense below 18 feet N h :20/37/z 0 0 SHALE, soft, gray, with limestone seams w N:13/31 cT2 J X �nt� n W —30- -35- -40— T 0 —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 25 FEET DATE DRILLED: 10/8/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ z > TONS/SQ.FT. LL � cnw on on w� az Q o OHP •UC AUU z� ao o 0 1 2 3 4 5 Z) o" 0U) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 18 feet GROUND WATER AFTER DRILLING: 23.5 feet DELAYED GROUND WATER: 60 32 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-16 Kairoi at Stockyards 400 E Exchnage Ave, Fort Worth, Texas 76164 i TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan w COORDINATE (X) OR EASTING: ' LL } Lu COORDINATE (Y) OR NORTHING: iM J 7-5 APPROX. SURFACE ELEVATION: a Q LATITUDE: 32.78958 o LONGITUDE:-97.34275 —0 ASCRIPTION FILL CLAYEY S N bbrown and gray, with gravel, brick pieces with fine powdered brick fill and r limestone fragements —5 i CLAYEY SAND (SC), medium dense, tan, with gravel 10— ? CLAYEY GRAVEL (GC), medium dense, tan and Brown, with sand dense below 18 feet _E, soft to hard, gray, with limestone seams N O N 0 W 0 —30 —35- -40— T 0 —45- 0 z 0 U) 0 0 x a —50— DEPTH OF BORING: 30 FEET DATE DRILLED: 10/7/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co z UJ D— X HLL� z (� _0� �— J ZW vaiH� OO J LL a— m ILL PL PI 6 37 12 25 N:2/3/2 6 N:3/2/2 4 N:1/3/3 5 N:5/7/7 8 N:2/4/7 7 N:17/ 10 21 11 10 50(5.0' , T.100(4.7) T:100(0.7 i") PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ Z > TONS/SQ.FT. LL � inw U o a OHP •UC AUU za �� 8-1 0 1 2 3 4 5 Uu) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 19 feet GROUND WATER AFTER DRILLING: 18 feet DELAYED GROUND WATER: a 57 31 Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan PSI Project No.: 03422220 oFr w COORDINATE (X) OR EASTING: wo COMPRESSIVE W � CL w COORDINATE (Y) OR NORTHING: o U 5X STRENGTH ~ >_= Z> o } J ZH� �H H �H U cn 6 _ a APPROX. SURFACE ELEVATION: in I_Z �g cog �o TONS/SO.FT. }LL nF- �w z d J HIL� U)� �J JJ U)Z 0�-% �(D QO w o p LATITUDE: 32.78904 ��0 0z J CL �— O HP • UC UU ~ a 2 W 0-0 N Z LONGITUDE:-97.34271 m 2O o- 2 0 � w —0 DESCRIPTION U ILL PL PI 0 1 2 3 4 5 U� FILL SANDY CLAY, brown 13 O 0 12 O SANDY LEAN CLAY (CLI., hard, tan and brown o � 13 g —5 13 24 12 12 19 64 W z w CLAYEY SAND (SC). medium dense, tan, with N:6/8/9 3 W gravel -very dense 8 to 13 feet N:10/18' 3 11 x 36 Y —10� i Y o _ dense 13 to 18 feet N:8/12/ W — !/ 10 = 15— 20 0 very j� ve dense below 18 feet 11:50(5.0') 14 �r20� / Yf SHALE, soft to hard, gray, with limestone layers w 0 � 25 T.100(5.C') w T:100(0.7 ¢ 0 N V M O 0 U w 3 —35— a Cn w —40— M v N N O —45- 0 z 0 U) 0 0 x DEPTH OF BORING: 30 FEET DEPTH TO GROUND WATER DATE DRILLED: 10/7/21 GROUND WATER DURING DRILLING: 18 feet ¢ GROUND WATER AFTER DRILLING: 17 feet o NOTES: Automatic 1701bs, 24 inches DELAYED GROUND WATER: J Co Intertek Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 LOG OF BORING B-18 Kairoi at Stockyards 400 E Exchnage Ave, Fort Worth, Texas 76164 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o w COORDINATE (X) OR EASTING: wo w } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX 0 z M J a- APPROX. SURFACE ELEVATION: �� W �� Q� �o w w p < LATITUDE: 32.78903 �H� �Z JJ _J JZ z LONGITUDE:-97.34342 m 20 0- W DESCRIPTION ILL PL PI 7 0 SPHALT, 2.0 INCHES / N:9/6/6 14 0 FILL �LAYEY SAND. reddish brown and tan, with _7'' Lu rave / a �OORLY GRADED SAND (SP), medium dense, N:5/6/6 6 reddish brown and tan, with occasional gravel pieces N:8/24/ Q —5—... x -dense 4 to 13 feet 23 4 z o X -tan with gravel below 6 feet N:121/24' 2 W — o N:10/21 ' Y `.:: x 23 2 a: a Y o -medium dense 13 to 17 feet 0 x N:4/7/1,'' 21 Q SHALE, soft, gray, with sand a N: 41 /50(1. D") �r20 a M O H T.100(5.C') W co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 25 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >— Z > TONS/SQ.FT. LL � cnw on on w� az Q o OHP •UC AUU z� ao o 0 1 2 3 4 5 Z) o" 0U) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: 17 feet GROUND WATER AFTER DRILLING: 17 feet DELAYED GROUND WATER: Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o w COORDINATE (X) OR EASTING: wo } b u } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX z M J a- APPROX. SURFACE ELEVATION: �� W �� Q �o w w p < LATITUDE: 32.78923 �H� �Z JJ _J JZ z LONGITUDE:-97.34305 m 20 0- W DESCRIPTION ILL PL PI 0 FILL SANDY C Y, brown and tan, with gravel and ---- Yx I J:10/8/1 ? 11 0 X brick pieces with fine powdered brick fill Lu POORLY GRADED SAND (SPI, dense, tan and N:33/20' 7 a x brown, with gravel 13 0 0 g —5— x 8 z brown below 5 feet w 0 Lu w K = —15- � 25— w co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 6 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ 2 z> TONS/SQ.FT. LL U cn w �U oa w� az Qo OHP •UC AUU z� o� ao o 0 1 2 3 4 5 0 U) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 �ZrZi : a. : 1" N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o w COORDINATE (X) OR EASTING: wo } b u } Lu COORDINATE (Y) OR NORTHING: z�� j� o� �� UX z J a- APPROX. SURFACE ELEVATION: �� W �� Q �o w w p < LATITUDE: 32.78965 0-0 �Z JJ -J JZ z LONGITUDE:-97.34351 m 20 0- W DESCRIPTION ILL PL PI 0 SPHALT, 2.0 INCHES / W 0 FILL CLAYEY SAND. red and tan, with gravel I4:22/16/7 9 w layers and brick pieces with fine powdered brick fill a POORLY GRADED SAND (UP, dense, tan, with N:13/15' X gravel pieces 7 17 Lu x N A/6/5 10 0 Lu w K = —15- � 25— w co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 7 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 COMPRESSIVE STRENGTH ~ >_ 2 z> TONS/SQ.FT. LL U cn w �U oa w� az Qo OHP •UC AUU z� oOf ao 8-1 0 1 2 3 4 5 0 U) DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 0 LOG OF BORING B-21 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan PSI Project No.: 03422220 oFr w COORDINATE (X) OR EASTING: wo } COMPRESSIVE W o_ } w COORDINATE (Y) OR NORTHING: J I--W�H" ZH� o H v ~x U STRENGTH ~ >_ = n LU z o _ 1-- a APPROX. SURFACE ELEVATION: in I--Z �g H� c/)g F-o TONS/SO.FT. }LL nF- U) W Z d J p LATITUDE: 32.78982 HIL� ��0 U)� OZ �J J JJ d U)Z J— 0(-% a W� QO 0-0 w Q Z LONGITUDE:-97.34115 m 2O o_ O HP • UC UU ~ 2 W 0 F- N cD U 0 1 2 3 4 L) U) W _o DESCRIPTION ILL PL PI FILL CLAYEY SAND. brown and tan, with brick 5 O o — pieces with fine powdered brick fill I4:13/13/3 9 w o ! — CLAYEY SAND (SC). medium dense, reddish N:4/5/3 8 — brown Z _5 N:3/5/1.' 7 20 10 10 w 0 uJ w K = —15- � 25— w (D N O N 0 W 0 —30— Q 0 N V M O 0 U w o —35— a w U) a J J Q —40— M v N N N O � —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 6 FEET DEPTH TO GROUND WATER DATE DRILLED: 10/8/21 GROUND WATER DURING DRILLING: Not Encountered Q GROUND WATER AFTER DRILLING: DRY o NOTES: Automatic 1701bs, 24 inches DELAYED GROUND WATER: J Co Intert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, 7X 75247 35 Q 0 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79089 10 z p LONGITUDE:-97.34172 W —o DESCRIPTION FILL CLAYEY S ND. tan and brown, with gravel O X and brick pieces with fine powdered brick fill a- w SANDY CLAY (CLI, stiff, tan and brown, with gravel g —5 /r� x z z 0 uJ w K = —15- � 25— w co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 6 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 Lu COMPRESSIVE w C;::, z�� tUr)y� pCJ'�J UJ�J X UV)Z STRENGTH — z�> w Cf) �z wTONS/SO.FT. nF- Hd� U� W(DQOOa �Hm g CL •UC AUU oOfOHP ap U 0 1 2 3 4 5 ILL PL PI N:18/14' 9 13 N:10/9/ 10 22 N A/3/5 11 DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: U1t@rt@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 $ LOG OF BORING B-23 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 O 0 TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan EK o LuCOORDINATE (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79105 In z p LONGITUDE:-97.34331 W _o DESCRIPTION FILL CLAYEY SAND. brown, tan and red, with O X gravel and brick pieces with fine powdered brick fill a- Lu a CLAYEY SAND (SC). dense, tan and brown, wth Z_5 gravel w 0 uJ w K = —15- � 25— w co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 6 FEET DATE DRILLED: 10/12/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 Lu COMPRESSIVE w � z�� try p� U� 5X STRENGTH -= z> w � �z �2 0g F- V) TONS/SQ.FT. }LL 00 nF�- W U)Qoz �Hm CL g a •UC AUU Z "OHP oap U 0 1 2 3 4 5 ILL PL PI N:1 tl2U' 10 13 N:2/2/6 16 N:13/15' 7 17 DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: U1tert@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Q 0 N Kairoi at Stockyards M 400 E Exchnage Ave, Fort Worth, Texas 76164 0 o TYPE OF BORING: SOLID FLIGHT AUGER LOCATION: See Boring Location Plan o Lu (X) OR EASTING: } Lu COORDINATE (Y) OR NORTHING 6 M J a- APPROX. SURFACE ELEVATION: w w p < LATITUDE: 32.79153 10 z p LONGITUDE:-97.34267 W _o DESCRIPTION FILL CLAYEY S ND. brown and tan, with gravel O X and brick pieces with fine powdered brick fill a- w a CLAYEY SAND (SC). dense, reddish brown and g —5 /f/ / tan With nraval F z 0 Lu w K = —15- � 25— w co —30- -35- -40— T O —45- 0 0 z 0 U) 0 0 x DEPTH OF BORING: 6 FEET DATE DRILLED: 10/11/21 Q o NOTES: Automatic 170 Ibs, 24 inches J Co PSI Project No.: 03422220 Lu COMPRESSIVE w C;::, z—� tUr)y� pCJ'�J UJ�J X UV)Z STRENGTH — z�> w Cf) �z Hd� wTONS/SO.FT. U� nF- W(DQOOa �Hm CL g •UC AUU oOfOHP ap U 0 1 2 3 4 5 ILL PL PI N:1b/22' 4 34 N:17/21 ' 18 16 N:17/21 ' 8 q5 DEPTH TO GROUND WATER GROUND WATER DURING DRILLING: Not Encountered GROUND WATER AFTER DRILLING: DRY DELAYED GROUND WATER: Int@rt@k Geotechnical Consulting Services 310 Regal Row, Suite 500 Dallas, TX 75247 Intertek KEY TO TERMS AND SYMBOLS USED ON LOGS ROCK CLASSIFICATION RECOVERY ROCK QUALITY DESIGNATION (RQD) DESCRIPTION OF % CORE DESCRIPTION OF ROCK RQD RECOVERY RECOVERY QUALITY Incompetent < 40 Very Poor (VPo) 0 TO 25 Poor (Po) 25 TO 50 Competent 40 TO 70 Fair (F) 50 TO 75 Fairly Continuous 70 TO 90 Good (Gd) 75 TO 90 Continuous 90 TO 100 Excellent (Exlnt) 90 TO 100 SOIL DENSITY OR CONSISTENCY DENSITY CONSISTENCY TCP FIELD IDENTIFICATION (GRANULAR) (COHESIVE) (BLOWS/FT) Very Loose (VLo) Very Soft (VSo) 0 TO 8 Core (height twice diameter) sags under own weight Loose (Lo) Soft (So) 8 TO 20 Core can be pinched or imprinted easily with finger Slightly Compact Stiff (St) 20 TO 40 Core can be imprinted with considerable (SlCmpt) pressure Compact (Cmpt) Very Stiff (VSt) 40 TO 80 Core can only be imprinted slightly with fingers Dense (De) Hard (H) 80 TO 5'/100 Core cannot be imprinted with fingers but can be penetrated with pencil Very Dense VDe ( ) Very Hard VH ( ) 5,7100 to 011/100 Core cannot be penetrated with pencil BEDROCK HARDNESS MORHS' CHARACTERISTICS EXAMPLES APPROXIMATE TCP SCALE PEN TEST 5.5 to 10 Rock will scratch knife Sandstone, Chert, Schist, Granite, Very Hard 0" to Gneiss, some Limestone (VH) 2'7100 3 to 5.5 Rock can be scratched Siltstone, Shale, Iron Deposits, most Hard (H) 1" to with knife blade Limestone 5'7100 Rock can be scratched 1 to 3 Gypsum, Calcite, Evaporites, Chalk, 4" to Soft (So) with fingernail some Shale 6'7100 RELATIVE DENSITY FOR GRANULAR SOILS APPARENT SPT CALIFORNIA MODIFIED CA. RELATIVE DESNITY (BLOWS/FT) SAMPLER SMAPLER DENSITY (%) (BLOWS/FT) (BLOWS/FT) Very Loose 0 to 4 0 to 5 0 to 4 0 to 15 CONSISTENCY OF ROCK CORES CONSISTENCY UNCONF. COMP. STRENGTH IN TSF Very Soft 10 TO 250 Soft 250 TO 500 Hard 500 TO 1000 Very Hard 1000 TO 2000 Extra Hard >2000 CONSISTENCY OF COHESIVE SOILS CONSISTENCY N-VALUE SHEAR STRENGTH HAND PEN VALUE (Blows/Foot) (tsf) (tsf) Very Soft 0 TO 2 0 TO 0.125 0 TO 0.25 Soft 2 TO 4 0.125 TO 0.25 0.25 TO 0.5 Firm 4 TO 8 0.25 TO 0.5 0.5 TO 1.0 Stiff 8 TO 15 0.5 TO 1.0 1.0 TO 2.0 Very Stiff 15 TO 30 1.0 TO 2.0 2.0 TO 4.0 Hard >30 >2.0 OR 2.0+ >4.0 OR 4.0+ DEGREE OF PLASTICITY OF COHESIVE SOILS DEGREE OF PLASTICITY SWELL POTENTIAL PLASTICITY INDEX (PI) None or Slight 0 to 4 None Low 4 to 20 Low Medium 20 to 30 Medium High 30 to 40 High Very High >40 Very High MOISTURE CONDITION OF COHESIVE SOILS DESCRIPTION Absence of moisture, dusty, dry to touch Damp but no visible water Visible free water Loose 4 to 10 5 to 15 5 to 12 15 to 35 SAMPLER TYPES Medium Dense 10 to 30 15 to 40 12 to 35 35 to 65 Dense 30 to 50 40 to 70 35 to 60 65 to 85 NO TXD( SHELBY Very Dense >50 >70 >60 85to100 SAMPLE CONE TUBE ABBREVIATIONS PL — Plastic Limit Qp — Hand Penetrometer NO ROCK SPLIT LL — Liquid Limit QD — Unconfined Compression Test RECOVERY CORE SPOON WC — Percent Moisture UU — Unconsolidated Undrained Triaxial 0 INITIAL GROUND WATER Note: Plot Indicates Compressive Strength as Obtained By �I Above Tests AUGER FINAL GROUND WATER SAMPLE OF GRANULAR SOILS U.S. STANDARD SIEVE SIZE(S) U.S. 6" 3" 3/4" 4 10 40 200 GRAVEL SAND BOULDERS I COBBLES I I I SILT OR CLAY COARSE I FINE COARSE 1 MEDIUM I FINE 152 76.2 19.1 4.76 2.0 0.42 0.074 GRAIN SIZE IN MM CONDITION DRY MOIST WET SOIL TYPES F 9 0 CLAY ILL) CLAY (CH) SILT H Pq D LIMESTONE SHALE SANDSTONE O n P] SAND GRAVEL FILL F. a.: ASPHALT CONCRETE CLAY 0.002 intcytek. psi August 11, 2022 Kairoi Residential 711 Navarro Street, Suite 400 San Antonio, Texas 78205 Attn: Mr. Nick File Re: Geotechnical Engineering Report- Addendum Letter #1 Kairoi at Stockyards — Rigid Pavement design 400 E Exchange Ave. Fort Worth, Texas 76164 PSI Project No. 03422220 Dear Mr. File: Professional Service Industries, Inc. (PSI) is pleased to submit the Geotechnical Engineering Addendum Letter for the referenced project. This letter supplements the pavement recommendations provided in PSI Geotechnical Report 03422220, dated October 25, 2021. This addendum includes pavement recommendations for Swift & Armor Blvd, Street B and E. Exchange Avenue as per City of Fort Worth Pavement Design manual. PSI understands Swift & Armor Blvd will be constructed as part of a development of Kairo at Stockyard project is classified as an "Arterial" as per City of Fort Worth pavement guidelines. PSI understands Street B and E. Exchange Avenue is classified as a "Connector" as per City of Fort Worth pavement guidelines . Rigid pavement recommendations are provided below, based on the City of Fort Worth Pavement Design Manual. PSI understands that lime stabilization is being considered. In the areas with shallow rock, lime stabilization is not required. Borings B-2, B-3, B-8, B-9, B-10, B-14, B-17, and B-18 have been used in the analyses. Pavement analyses were performed using WinPAS12 and results are included in the appendix. It is recommended that the pavement subgrade be lime stabilized and the treated materials be placed and compacted as per original geotechnical Report 03422220, dated October 25, 2021 SWIFT & ARMOR BLVD CONCRETE PAVEMENT RECOMMENDATIONS Table 1: Pavement Design Summary and Input Data with Lime Stabilization Item Description/Design Input Value Recommended Pavement Thickness 1 10.5 inches (See Appendix for WinPAS Results) Intertek — Professional Service Industries, Inc. • 2600 McHale Court, Suite 125 • Austin, TX 78758 • Phone (512) 491-0200 • Fax (512) 491-0221 Kairoi at Stockyards PSI Project No: 03422220 400 E Exchange Ave., Fort Worth, Texas 76164 August 11, 2022 Item I Description/Design Input Value Street Classification Arterial Pavement Type Reinforce Concrete Subgrade Soil Type Clayey sand, Sandy Clay, brown, reddish brown, and tan Unified Soil Classification (USCS) SC, CL (raw subgrade) Subgrade Stabilization Lime Stabilized Subgrade Compacted Thickness 6 inches minimum Annual Growth Rate 2.5% (City Recommended) Design Life 30 years (City Recommended) Annual ESALS 300,000 (City Recommended) Design ESALS 13,170,000 Reliability 90 (City Recommended) Initial Serviceability 4.5 (City Recommended) Terminal Serviceability 2.5 (City Recommended) Overall Deviation 0.39 (City Recommended) Load Transfer 3.0 (City Recommended) Drainage Coefficient, Cd 1.0 (City Recommended) Design CBR (raw subgrade) 3.0 (City Recommended) Resilient Modulus (raw subgrade) 4,118 psi (City Recommended) Design CBR (lime stabilized subgrade) 15.0 (City Recommended) Resilient Modulus (lime stabilized subgrade) 12,392 psi (City Recommended) Effective Modulus of Subgrade Reaction, k 210 pci (this is a composite) Loss of Support 0.0 PAGE 2 Lon Kairoi at Stockyards 400 E Exchange Ave., Fort Worth, Texas 76164 PSI Project No: 03422220 August 11, 2022 Item Depth to Rigid Foundation Concrete Modulus of Elasticity Concrete Modulus of Rupture Design Software Description/Design Input Value More than 10 feet 4,000,000 psi (City Recommended) 620 psi (City Recommended) WinPAS E EXCHANGE AVE AND STREET B CONCRETE PAVEMENT RECOMMENDATIONS Table 2: Pavement Design Summary and Input Data with Lime Stabilization Item Description/Design Input Value Recommended Pavement Thickness 8.0 inches (See Appendix for WinPAS Results) Street Classification Collector Pavement Type Reinforce Concrete Subgrade Soil Type Clayey sand, Sandy Clay, brown, reddish brown, and tan Unified Soil Classification (USCS) SC, CL (raw subgrade) Subgrade Stabilization Lime Stabilized Subgrade Compacted Thickness 6 inches minimum Annual Growth Rate 1.5% (City Recommended) Design Life 25 years (City Recommended) Annual ESALS 100,000 (City Recommended) Design ESALS 3,006,300 Reliability 90 (City Recommended) Initial Serviceability 4.5 (City Recommended) PAGE 3 Lon Kairoi at Stockyards 400 E Exchange Ave., Fort Worth, Texas 76164 PSI Project No: 03422220 August 11, 2022 Item Terminal Serviceability Overall Deviation Load Transfer Drainage Coefficient, Cd Design CBR (raw subgrade) Resilient Modulus (raw subgrade) Design CBR (lime stabilized subgrade) Resilient Modulus (lime stabilized subgrade) Effective Modulus of Subgrade Reaction, k Loss of Support Depth to Rigid Foundation Concrete Modulus of Elasticity Concrete Modulus of Rupture Design Software CLOSING Description/Design Input Value 2.25 (City Recommended) 0.39 (City Recommended) 3.0 (City Recommended) 1.0 (City Recommended) 3.0 (City Recommended) 4,118 psi (City Recommended) 15.0 (City Recommended) 12,392 psi (City Recommended) 210 pci (this is a composite) M More than 10 feet 4,000,000 psi (City Recommended) 620 psi (City Recommended) WinPAS The recommendations presented in this Supplemental Letter are based on the available subsurface information obtained by PSI and design details furnished by the Client and Design Team. Recommendations presented in PSI's referenced geotechnical reports not modified by this letter remain applicable. If there are any revisions to the plans for this project, or if deviations from the subsurface conditions noted in the original report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. PAGE 4 Lon Kairoi at Stockyards 400 E Exchange Ave., Fort Worth, Texas 76164 PSI Project No: 03422220 August 11, 2022 The geotechnical engineer warrants that the findings, recommendations, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical engineering practices in the local area. No other warranties are implied or expressed. This Addendum Letter has been prepared for the exclusive use of Kairoi Residential for specific application to the proposed Kairoi at Stockyards project to be constructed at 400 E Exchange Avenue in Fort Worth, Texas. This letter may not be copied, except in the entirety, without the expressed written permission from PSI. We appreciate the opportunity to provide Geotechnical Consulting Engineering services to you and your design team. If you have any questions regarding the information presented in this letter, please contact our office. Respectfully submitted, Professional Service Industries, Inc. Texas Board of Professional Engineers Certificate of Registration # F003307 Shabnam Rajaei, Ph.D., E.I.T. Geotechnical Department Manager J�.d Richard Christensen, P.E. Department Manager K. Mohan Vennalaganti, P.E. Chief Engineer PAGE 5 Lon Appendix WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Kairoi at Stockyards - 03422220 Route: Location: 400 E Exchange Ave., Fort Worth, Texas 76164 Owner/Agency: Design Engineer: Swift & Armor Blvd Rigid Pavement Design/Evaluation Concrete Thickness 10.41 inches Load Transfer Coefficient Total Rigid ESALs 13,170,000 Modulus of Subgrade Reaction Reliability 90.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 4,118.0 psi Unadjusted Modulus of Subgrade Reaction 1 psi/in Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 210 psi/in. Thursday, August 11, 2022 10:33:40AM Engineer: SR 3.00 210 psi/in. 1.00 4.50 2.50 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Kairoi at Stockyards - 03422220 Route: Location: 400 E Exchange Ave., Fort Worth, Texas 76164 Owner/Agency: Design Engineer: E Exchange Ave and Street B Rigid Pavement Design/Evaluation Concrete Thickness 8.01 inches Load Transfer Coefficient Total Rigid ESALs 3,006,300 Modulus of Subgrade Reaction Reliability 90.00 percent Drainage Coefficient Overall Standard Deviation 0.39 Initial Serviceability Flexural Strength 620 psi Terminal Serviceability Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 4,118.0 psi Unadjusted Modulus of Subgrade Reaction 1 psi/in Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 210 psi/in. Thursday, August 11, 2022 10:35:20AM Engineer: SR 3.00 210 psi/in. 1.00 4.50 2.25 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval I Spec No. Concrete Ckissili'ation Nla—l-fin- Model No. National Spec 19/9/2022 03 30 00 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 19/9/2022 03 30 00 Mix Design American Concrete Company 01JAF382 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 19/9/2022 03 30 00 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001737 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 17914500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 1793 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 1103 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000002107 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D 1000000 1273 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000001617 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Argos D10000008381 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Argos D10000009857 50 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Argos D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 19/9/2022 03 30 00 Mix Design Argos D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Argos D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking 19/9/2022 03 30 00 Mix Design Argos D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D 1000000 1083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 19/9/2022 03 30 00 Mix Design Argos D 1000000 1685 4000 psi Concrete for Valve Pads 19/9/2022 03 30 00 Mix Design Argos D10000005751 750 Psi Concrete Base for Trench Repair 19/9/2022 03 30 00 Mix Design Argos D 1000000 16814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 19/9/2022 03 30 00 Mix Design Big D Concrete 7SKGRT 3000 psi Concrete for Grouting 19/9/2022 03 30 00 Mix Design Big D Concrete 14500AE 4500 psi Concrete for High Early Strength Paving 1 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 452065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Big Town Concrete 450065-1 4500 psi hand placed paving 19/9/2022 03 30 00 Mix Design Bumco Texas 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 19/9/2022 03 30 00 Mix Design Bumco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Bumco Texas 55UI20AG 4000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Bumco Texas 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Bumco Texas 30U101AG 3000 psi Concrete Mix for Flatwork I9/9/2022 03 30 00 Mix Design Bumco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 19/9/2022 03 30 00 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Bumco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 19/9/2022 03 30 00 Mix Design Bumco Texas 01 Y690BF 100 psi Concrete Mix for Flowable Fill 14/1/2023 03 34 16 Mix Design Bumco Texas 1OYH50BF 1000 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602091 3600 psi for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC359101 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWFF237501 Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter 19/9/2022 03 30 00 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 19/9/2022 03 30 00 Mix Design Charley's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 19/9/2022 03 30 00 Mix Design Charley's Concrete 4518 4000 psi Concrete for Headwalls, Wingwalls 19/9/2022 03 30 00 Mix Design Charley's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 30 00 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 19/9/2022 03 30 00 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Charley's Concrete 3759 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Charley's Concrete 1502 150 psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charley's Concrete 1518 150 Psi Concrete for Flowable Fill-CLSM 19/9/2022 03 30 00 Mix Design Charley's Concrete 5642 4000 psi Concrete for Storm Drain Structures 19/9/2022 03 30 00 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Charley's Concrete 6589 4500 psi Concrete Mix for High Early Strength Paving 19/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix CI3020AE 3000 psi Concrete for Driveways, Curb & Gutter 19/9/2022 03 30 00 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification NI,mul-tur" Model No. National Spec 1 Concrete (Continued) 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 19/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 19/9/2022 03 30 00 Mix Design City Concrete Company 45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design City Concrete Company 50QG25H 3600 psi Slurry Displaced Drilled Shaft 19/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 36JA001 J 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 1 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25I13600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 15/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-lNC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 1 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 19/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 16/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR- I OMQS50N 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PSSEM 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 14/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates 1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete(Continued) 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 19/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 1 12/15/2022 3 30 00 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for flowable flll/CSLM 19/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 1 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 19/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 14/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 14/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 14/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1 1/24/2023 03 30 00 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 19/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 19/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 19/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 19/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 111/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 111/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 1 11/15/2022 3413 13 Mix Design Martin Marietta R21461`36 4,500 psi Concrete for Hand Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 111/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 111/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 111/2/2022 32 13 13 Mix Design Martin Marietta R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 19/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 19/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 14/l/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 14/l/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 14/l/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 14/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 14/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6,000 psi (3,000 psi (& 24lux) for HES Paving 14/l/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 1 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 14/l/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec 1 Concrete(Conthmed) 1 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 16/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 16/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 16/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 16/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traftc Signal Foundations 1 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 1 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 1 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 1 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 1 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 19/9/2022 32 1320 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 19/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 19/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 1 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 1 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 1 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 1 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 1 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 17/10/2023 03 30 00 Mix Desing Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 17/10/2023 32 13 13 Mix Design Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 11/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 19/9/2022 03 30 00 Mix Design Redi-Mix V0J11524 3000 psi Concrete Mix for Curb & Gutter 19/9/2022 03 34 13 Mix Design Redi-Mix FOCI 0021 215 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Redi-Mix 1OJ11504 3000 psi Concrete Mix for Sidewalks 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OLI 1504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 19/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 1 9/29/2022 03 30 00 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 19/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 19/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 19/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Redi-Mix 1OJ11554 3000 psi Concrete Mix for Rip -Rap 19/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 1000 psi Concrete Mix for Trench Repair Base Material 19/9/2022 03 30 00 Mix Design Redi-Mix 1OK11524 3600 psi Concrete Mix for Encasement 19/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 50KI1524 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 19/9/2022 03 30 00 Mix Design Redi-Mix 1 OMI 1524 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 1OM11504 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 1 11/2/2022 03 30 00 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 1 12/5/2022 03 30 00 Mix Design Redi-Mix 1 OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 1 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 1 12/5/2022 03 30 00 Mix Design Redi-Mix 1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 15/15/2023 03 30 00 Mix Design Redi-Mix 80LI15135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 15/15/2023 03 30 00 Mix Design Redi-Mix 1ONI ISD6 Slurry Displacement Shafts, Underwater Drilled shafts 19/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 19/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 19/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Nl.riul-tur- Model No. National Spec 1 Concrete(Continued) 1 10/10/2022 03 30 00 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 1 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 19/9/2022 03 30 00 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 19/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 12/10/2023 03 30 00 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 1 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 19/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 19/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 1 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 19/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 19/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 19/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 19/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 19/9/2022 03 3000 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations A9v ftalt Pavinv 19/9/2022 322 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Austin Asphalt DA513135965 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Austin Asphalt FT5B117965 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Austin Asphalt FTIB139965 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design Surmount Paving 341DV6422 PG64-22 Type D Fine Surface 1 11/26/2022 32 1216 Mix Design Surmount Paving 340DV6422 PG64-22 Type D Fine Surface 1 12/5/2022 33 1216 Mix Design Surmount Paving 3076B V6422 PG62-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 19/9/2022 32 1216 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 P664-22 Type B Fine Base 19/9/2022 32 1216 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 19/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 19/9/2022 32 1216 Mix Design TXBIT 12-222475-19 P664-22 Type D Fine Surface Detectable Warnin Surface 19/9/2022 32 13 20 D 1 - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 19/9/2022 32 13 20 DWS - Composite Engineered Plastics, Inc. (Williamsville. Armor Tile 19/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 14/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Nla.ul-turv, Model No. National Spec Silicone Joint Sealant 19/9/2022 1113 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 32 13 73 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 �12 32 1373 Joint Sealant Pecora 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 19/9/2022 32 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 19/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 19/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 19/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dial ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dia.) ASTM A48 AASHTO M306 19/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 14/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 14/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 1 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 **Note: AM 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 anticovers. FORT WORTH: CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification NI,mul-turt, Model No. National Spec 1 Storm Sewer - Inlet & Structures 33-05-13 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-I0x3-405-PRECAST** (Size - 10' X 3') ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-I0x3-406-PRECAST** (Size - 10' X 31 ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-I0x4.5-407-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 49 20 Curb Inlets Forterrra FRT-I0x4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4� ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4� ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-SX5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-5X5-410-PRECAST-BASE (Size - TX 5) ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-TOP (Size - 6' X fl ASTM C913 110/8/2020 33 3920 Manhole Forterrra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6� ASTM C913 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-lOX3-405-PRECAST INLET** (Size - 10' X 3) ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG- 1 5X3-405-PRECAST INLET** (Size - 15' X 3') ASTM 615 13/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST TOP (Size - 6' X 6') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST BASE (Size - 6' X 61 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6� ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST TOP (Size - TX 71 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST BASE (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 1 -PRECAST TOP (Size - 8' X 8') ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 1 -PRECAST BASE (Size - 8' X 81 ASTM 615 13/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4) ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 13/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6) ASTM 615 18/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4) ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - TX T) ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 81 ASTM C478 18/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8� ASTM C478 18/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - TX 4') ASTM C433 18/28/2023 33 3920 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 3920 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 18/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 **Note: Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in place. No exceptions to this requirement shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 14/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS III? Storm Polvpropvlene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 18/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 18/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850