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Home My WebLink AboutContract 63344-PM1CSC No. 63344-PMI PROJECT MANUAL FOR THE CONSTRUCTION OF BJ's WHOLESALE CLUB IPRC Record No. IPRC24-0144 City Project No.105635 FID No. 30114-0200431-105635-EO7685 File No. K-3282 X File No. 28237 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth April 2025 Claymoore Engineering, INC. Firm #14199 1903 Central Dr., Suite 406 Bedford, TX 76021 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 2/14/2 u 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 1 00 11 13 layii 4io *^ Bidders 03/20/2020 0021 13 lastF etio s to Bidde :s 03/20/2020 00 41 00 Bid Fefm 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Ben 04/02/2014 0045 11 Bidders Pf:eq, alifieatie 's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 0045 13 Bidde . Pfegtta1 fiea4iei kW,&atiaa 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Mine-ity Business EfAer- rise Gea 08/21/2018 00 52 43 Agreement 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 Maintenance Bond 01/31/2012 00 72 00 Geneful Conditions 11/15/2017 00 73 00 Swpler eataf ' Gend fienp 07/01/2011 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Pr-eieet Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 0135 13 Speeia Pr- *eet Pr oa,, o� 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street e xml� xM Alad fieations to T-aFFe G,.«a« , 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 0177 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION BYS WHOLESALE CLUB DOCUMENTS Revised July 1, 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE. Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httv:Hfortworthtexas.2ov/tuw/contractors/ or httDs:HaDi)s.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Seleetivo 9,tz Dux-.Nzitizon 12/20/2012 0241 14 Util '" Refne '^VMa-ndenme 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Cone~^+^ Base Ma4er-ia f Y Tr^neh Repair 12/20/2012 03 80 00 M di fie dens t E*is ag Genectruet 12/20/2012 fete ffes Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 2605 10 Demolition f Y Eleetfiea4 Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Under-gr-ound Duets and Raee ays for- Qeetfieal Syste ^ 07/01/2011 26 05 50 Cmn,, unvat afis Multi Duet Gefi tti 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 Er-ml-iants 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabiens 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 3201 17 12/20/2012 3201 18 Tmt,' n ^^i ^i+ n^^'^^ n ^..^;, 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 1123 L' emible Brie C,.....ses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 32 1133 Cement Treated Base C^,,,.^^^ 12/20/2012 32 1137 Liquid `-r-ea4^a cal Et�lizur 08/21/2015 32 1216 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS BJ'S WHOLESALE CLUB Revised July 1, 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 1273 A s..i.. k Pa- ing Gr-aek Sealants 12/20/2012 32 13 13 Concrete Paving 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 1416 a; �vz LZi:t 1'aV4ftg 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Ra-mm"Yt Ivffrk4ftgq 11/22/2013 32 1725 l'*iff6ftg 11/04/2013 3231 13 Cirnr. Forzies 12/20/2012 32 31 26 pan .o Fenees and Ga4es 12/20/2012 32 31 29 Weed Fenees and rates 12/20/2012 32 32 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 3291 19 Topsail PlEteetnent aftd a»h.�\� :ids 12/20/2012 32 92 13 llydfa Nfftlehittg, Ci✓.� ii�, ax-A CiJ3»g 12/20/2012 32 93 43 '-fees and otfttbs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 0131 T_,Izii 03/03/2016 3303 10 %'Yao3 DuTx-ng ^f Existing Sewer- Systems 12/20/2012 33 04 10 12/20/2012 33 04 11 r,....•esie,, Gentfel Test Stations 12/20/2012 33 04 12 Magnesit m Anode r.,tt,edie Pfete tief Systeffl 12/20/2012 33 04 30 Tet*pef:ar- . Water- Set=vie 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering 12/20/2012 3305 13 Frame, Cover and Grade Rings - Cast Iron 01/22/2016 3305 13.10 Frame, Cover and Grade Rings - Composite 01/22/2016 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunewl fiff.ar- Pla4e 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 1105 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 13 Conefetzi Nocsro Piro, Baf IALFapped, Steel Cyli def Type 12/20/2012 33 11 14 Bur-ied Steel Pipe and lr44in.s 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 1211 �69fge W,Aef N4e+e-s 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS BJ'S WHOLESALE CLUB Revised July 1, 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 1220 Resilient Seated Gate Valve 12/20/2012 33 1221 AWWA Rubber -Seated Butterfly Valves 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 1230 Ge bis tie Air- Valve Assemblies lies f r n table W tef Systems 12/20/2012 33 1240 Fire Hydrants 01/03/2014 33 1250 Wa-tor,,Saz,�,le Stations 12/20/2012 33 1260 St^~a^ra Blow ^g Valve sseff b! 06/19/2013 3331 12 Giffed in Place Pipe (Cmn) 12/20/2012 3331 13 Eibefg1wo P_oiofefee Pipe for- r~^"it 12/20/2012 3331 15 High Pefis t-y Polyethylene (14PPE) Pipe SaGml.,ary- ewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 6witor er 12/20/2012 Pipe 33 31 22 S^"'tmy Sewon&h Ux: \xg 12/20/2012 33 3123 San ta+y Sewer- Pipe Ef lafgeme 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Ce 1 in tie Air- Valve f . Sa-m tafy Sewer Force Ma ,^ 12/20/2012 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiber -glass Ma+i eles 12/20/2012 33 39 40 Wastewater- n eeess Chamber- 0 n C) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 3341 11 High Delis t-y Polyethylene (14PP ) Pipe � . eta rDY'X' x 12/20/2012 3341 12 Reinf reed Pelyethl^"^ E) Pipe 11/13/2015 33 46 00 drainage 12/20/2012 33 46 01 worm. Dik�,rr 07/01/2011 33 46 02 Tf,-moh Di�zi 07/01/2011 3349 10 Cast i Ulaee Manholes and 1unetio BE) 12/20/2012 33 49 20 Curb and Dr-E) . !filets 12/20/2012 33 49 40 Storm Dww stage Head —walls ^~a Wingw lls 07/01/2011 Division 34 - Transportation 3441 10 Traffic Signals 10/12/2015 3441 10.01 Attachment A — Controller Cabinet 12/18/2015 3441 10.02 Attachment B — Controller Specification 02/2012 3441 10.03 Attachment C — Software Specification 01/2012 3441 11 'Tem^^r^^''T'r^ff'^ Signals 11/22/2013 3441 13 Removing Traffic Signals 12/20/2012 3441 15 Recta lc& RaV. a Flashing hing B e en 11/22/2013 3441 16 RedoG*raA I-I;bFidSigiia4 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 ArtuyV.. LED '-Zo adway Tjaminairrs 06/15/2015 34 41 20.02 Freeway LED Readw^^ T/a_ml&vrss 06/15/2015 34 41 20.03 Residortk,! LEDT�- Dwninu,Poo 06/15/2015 34 41 30 f/.gns 11/12/2013 34 41 50 Single M de Fite- Optie C^l.lo 02/26/2016 3471 13 T_a ffi . Gatt . e 11/22/2013 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS BYS WHOLESALE CLUB Revised July 1, 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix GC-4.01 Availability f . as- GC-4.02 Subsurface and Physical Conditions GC-4.04 GC-4.06 Haz dow Brf,4rormrr�--1 Condition , + Site GC-6.06.D Minn it y a*d Women Owned Business EfAef:pf4se r,,,..,.lian e GC-6.07 Wage R—Mes GC-6.09 germitG-a\n T Ta � GC-6.24 GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS BYS WHOLESALE CLUB Revised July 1, 2011 UNIT PRICE BID Bidlist Item No. 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 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Specification Section Unit of Description I No. I Measure UNIT I: WATER IMPROVEMENTS 3311.0251 8" DIP Water Pipe 33 11 10 LF 3311.0161 6" PVC Water Pipe 33 11 10, 33 11 12 LF 3312.0001 Fire Hydrant 33 1240 EA 3312.4107 12" x 8" Tapping Sleeve & Valve 33 1225 EA 3312.4209 24" x 8" Tapping Sleeve & Valve 33 1225 EA 3312.0108 Connection to Existing 24" Water Main 33 1225 EA 3312.0117 Connection to Existing 12" Water Main 33 1225 EA 3312.3003 8" Gate Valve 33 1220 EA 3312.3002 6" Gate Valve 33 1220 EA 3312.2203 2" Water Service 33 1210 EA 3312.2003 1" Water Service (Irrigation) 33 12 10 EA 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 LF 3305.0109 Trench Safety 3305 10 LF 3311.0678 20" Steel AWWA C200 Water Pipe, CLSM Ba33 11 14 LF 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 00 42 43 DAP - BID PROPOSAL Page 1 of7 Bidder's Application Bid Quantity 624 129 2 1 1 1 1 6 5 3 3 55 624 100 1 TOTAL UNIT I: WATER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bidder's Proposal Unit Price I Bid Value $80.00 $49,920.00 $75.00 $9,675.00 $5,500.00 $11,000.00 $2,500.00 $2,500.00 $3,500.00 $3,500.00 $3,000.00 $3,000.00 $2,000.00 $2,000.00 $1,000.00 $6,000.00 $2,500.00 $12,500.00 $2,500.00 $7,500.00 $1,300.00 $3,900.00 $110.00 $6,050.00 $5.00 $3,120.00 $350.00 $35,000.00 $12,500.00 $12,500.00 $168,165.00 Final Docs Bid Tabs SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 2 of 7 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Section Unit of Bid Description Unit Price Bid Value No. No. Measure I Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 3331.4212 12" DIP Sewer 33 11 10 LF 877 $110.00 2 3331.4208 12" Sewer Pipe 33 11 10,33 31 12, LF 33 3120 434 $95.00 3 3331.4119 8" DIP Sewer Pipe 33 11 10 LF 475 $100.00 4 3331.4115 8" Sewer Pipe 33 11 10, 3331 12,LF 33 3120 434 $85.00 5 3331.4213 12" DIP Sewer, CSS Backfill 33 11 10 LF 877 $130.00 6 33 11 10,3331 12, LF 3331.4117 8" Sewer Pipe, Select Backfill 33 31 20 434 $100.00 7 3331.4108 6" Sewer Pipe 33 11 10, 33 31 12, LF 33 31 20 66 $75.00 8 3339.1103 5' Extra Depth Manhole 3339 10, 33 39 20 VF 4 $250.00 9 3339 10, EA 3339.1001 4' Manhole 33 39 20 4 $6,000.00 10 3339.0001 Epoxy Manhole Liner 33 39 60 VF 150 $160.00 11 3305.1104 24" Casing By Other Than Open Cut 33 05 22 LF 160 $325.00 12 3301.0101 Manhole Vacuum Testing 33 01 30 EA 12 $325.00 13 3301.0002 Post -CCTV Inspection 33 01 31 LF 2220 $2.25 14 3305.0109 Trench Safety 3305 10 LF 2220 $5.00 15 3339.1102 5' Drop Manhole 3339 10, 33 39 20 EA 2 $7,500.00 16 3339.1101 5' Manhole 3339 10, EA 33 39 20 2 $7,500.00 17 3301.0004 Final MH-CCTV Inspection 33 01 31 EA 12 $300.00 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 37 38 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 $96,470.00 $41,230.00 $47,500.00 $36,890.00 $114,010.00 $43,400.00 $4,950.00 $1,000.00 $24,000.00 $24,000.00 $52,000.00 $3,900.00 $4,995.00 $11,100.00 $15,000.00 $15,000.00 $3,600.00 $539,045.00 Final Docs Bid Tabs 00 42 43 DAP - BID PROPOSAL Page 3 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section Unit of Bid Unit Price Bid Value No. No. Measure Quantity UNIT III: DRAINAGE IMPROVEMENTS 1 3341.0402 42" RCP, Class III 3341 10 LF 421 $175.00 $73,675.00 2 3341.0309 36" RCP, Class III 3341 10 LF 158 $150.00 $23,700.00 3 3341.0205 24" RCP, Class III 3341 10 LF 115 $110.00 $12,650.00 4 3137.0101 Concrete Riprap 31 37 00 SY 64 $100.00 $6,400.00 5 3137.0102 Large Stone Riprap, dry 31 37 00 SY 620 $85.00 $52,700.00 6 3349.5001 10' Curb Inlet 33 49 20 EA 2 $4,500.00 $9,000.00 7 3301.0002 Post -CCTV Inspection 33 01 31 LF 694 $2.25 $1,561.50 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 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $179,686.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Final Docs_Bid Tabs 00 42 43 DAP - BID PROPOSAL Page 4 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section Unit of Bid Unit Price Bid Value No. No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 3213.0103 8" Conc Pvrm 32 13 13 SY 2864 $9.60 $27,494.40 2 0241.0100 Remove Sidewalk 0241 13 SF 594 $5.00 $2,970.00 3 0241.0600 Remove Wall >4' 024113 LF 103 $15.00 $1,545.00 4 3213.0301 4" Conc Sidewalk 32 13 13 SF 260 $5.80 $1,508.00 5 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 3 $700.00 $2,100.00 6 3211.0502 8" Lime Treatment 32 1129 SY 2864 $7.50 $21,480.00 7 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 611 $5.50 $3,360.50 8 3216.0101 6" Conc Curb and Gutter 32 1613 LF 1989 $21.00 $41,769.00 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 TOTAL UNIT IV: PAVING IMPROVEMENTS $102,226.90 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Final Docs_Bid Tabs UNIT PRICE BID Bidlist Item No. 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 30 31 32 33 34 36 38 39 00 42 43 DAP - BID PROPOSAL Page 5 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Application Project Item Information Specification Section Unit of Bid Description I No. I Measure Quantity UNIT V: STREET LIGHTS IMPROVEMENTS 3441.3352 Furnish/Install Rdway Illum TY 18 Pole 34 41 20 EA 5 3441.1645 Fumish/Install Type 33A Arm 34 41 20 EA 8 3441.1703 TY 3 Signal Foundation 3441 10 EA 5 3441.3001 Rdwy Illum Assmbly TY 1,4, and 6 34 41 20 EA 8 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 436 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 478 9999.0000 Luminaire Heads ATBO-P303-MVOLT-R2-3KMP-NL-P7-AO- 26 05 33 EA 5 TOTAL UNIT V: STREET LIGHTS IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bidder's Proposal Unit Price I Bid Value $5,691.00 $28,455.00 $915.00 $7,320.00 $6,622.00 $33,110.00 $4,341.00 $34,728.00 $39.00 $17,004.00 $81.00 $38,718.00 $1,138.00 $5,690.00 $165,025.00 Final Docs Bid Tabs UNIT PRICE BID Bidlist Item No. 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 I 40 I SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Specification Section Unit of Description I No. I Measure UNIT VI: TRAFFIC IMPROVEMENTS 3441.1003 Furnish/Install 5-Sect Signal Head Assembly 3441 10 EA 344 1. 10 10 Remove Signal Head Assembly 3541 10 EA 3441.1012 Furnish/Install Ped Signal Head Assmbly 3641 10 EA 3441.1016 Remove Ped Signal Head Assembly 3741 10 EA 3441.1019 Furnish/Install Backplate w/ Refl Brdr 3841 10 EA 3441.1031 Furnish/Install Audible Pedestrian Pushbutton' 34 41 10 EA 3441.1033 Remove Pedestrian Pushbutton Station 3441 10 EA 3441.1322 3/C 14 AWG Multi -Conductor Cable 3441 10 LF 3441.1503 Furnish/Install Ground Box Type D, w/Apron 3441 10 EA 3441.1726 Replace ATC Signal Controller 3441 10 EA 3441.1741 Furnish/Install 352i Controller Cabinet Assemb 34 41 10 EA 3441.2011 Remove Signal Cabinet Foundation 3441 13 EA 3441.4005 Install Alum Sign Mast Arm Mount 3441 30 EA 3441.4006 Install Alum Sign Ground Mount 3541 30 EA 3471.0001 Traffic Control 3471 13 MO 00 42 43 DAP - BID PROPOSAL Page 6 of 7 Bidder's Application Bid Quantity 1 1 4 4 1 8 8 1020 1 1 1 1 6 1 1 TOTAL UNIT VI: TRAFFIC IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Bidder's Proposal Unit Price I Bid Value $7,100.00 $7,100.00 $150.00 $150.00 $1,839.00 $7,356.00 $150.00 $600.00 $370.00 $370.00 $2,216.00 $17,728.00 $70.00 $560.00 $6.00 $6,120.00 $5,118.00 $5,118.00 $7,383.00 $7,383.00 $34,881.00 $34,881.00 $1,210.00 $1,210.00 $517.00 $3,102.00 $1,822.00 $1,822.00 $8,000.00 $8,000.00 $101, 500.00 Final Docs Bid Tabs UNIT PRICE BID SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information 00 42 43 DAP - BID PROPOSAL Page 7 of 7 Bidder's Application Bidder's Proposal Bidlist Item Specification Section Unit of Bid Description Unit Price No. No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHT IMPROVEMENTS UNIT VI: TRAFFIC IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: MYCON General Contractors 17311 Dallas Parkway, Suite 300 Dallas, TX 75248 Tel: 903.328.8220 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: Logan Oestreich TITLE: P j t N1. agcr v� DATE: 5/2/2025 END OF SECTION Bid Value $168,165.00 $539,045.00 $179,686.50 $102,226.90 $165,025.00 $101,500.00 $1,255,648.40 1 183 working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Final Docs_Bid Tabs 0045 12 DAP PREQUALIFICAT[ON STATEMENT Page I of ] 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 Tvne" box orovide the complete maior work tvoe and actual description as provided by the Water. Department for water and sewer and TPW for naving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Paving Solid Foundations Concrete, LLC 03/12/2026 Water Texas Commercial Builders 06/16/2026 Sewer Texas Commercial Builders 06/16/2026 Lighting Durable Specialties, Inc. 06/17/2027 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: TITLE: DATE: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Documents_00 4S 12_Prequalification Statement 2015 DAP - PAVING ((Sign re) la/z o %ZazS ResourcesP 30 - New Development Resources_Specs and Contract Form Version September 1, 2015 FORT WORTH July 11, 2025 Ms Andrea Taylor Texas Commercial Builders, LLC 406 E. Main St Tomball, TX 77375 PREQUALIFICATION TO BID CITY OF FORT WORTH WATER DEPARTMENT PROJECTS Dear Ms. Taylor: Thank you for your submittal of information and data toward prequalification to perform our work. We are pleased to advise that your prequalification has been finalized. A bid limit $18,703,666.40 has been established for your organization based on the financial data submitted. Your firm is prequalified to perform the following work: Wastewater Mains (8" only) for New Development using Open Cut construction methods Water Mains (12" and under) for New Development using Open Cut construction methods The prequalification and bid limit established above will remain current through 4/30/2026 This date was established to be sixteen (16) months from the date of the most recent financial statement received, unless rescinded for cause. Should you desire prequalification in the future beyond the aforementioned, submittal of updated financials, work experience, and equipment list will be necessary for this department to establish a new bid limit. Please be advised that the plans and documents for the work to be performed must be submitted to and approved by the City of Fort Worth Water Department. We appreciate your interest in our work and should you have some question in this or other matters within our purview, please do not hesitate to contact Mr. John Kasavich at (817)392-8480 or Norma Sauceda at (817)392- 6055. Yours very truly MAIL TO: John Kasavich, P.E. �/b I Fort Worth Water Department n� lu° o Ir7 Engineering & Regulatory Services �L 1 Fr Chris Harder. P.E. 200 Texas Street Water Director Fort Worth, TX 76102 Fort Worth ® WATER DEPORTMENT AFAMWO CAPITAL DELIVERY 1 111 I I Lr THE CITY OF FORT WORTH + 100 Fort Worth Trail + FORT WORTH, TF46C 76102 817-392-8362•FAX 817-392-8195 1% • 1993 • 2011 i Nwn d on re Yded paper FORT WORTH. June 17, 2025 Mr. Patrick Bryan Durable Specialties, Inc. PO Box 535969 Grand Prairie, TX 75035 Re: City of Fort Worth Street Lighting Pre -Qualification Dear Mr. Bryan: Please accept this letter as Durable Specialties, Inc.'s approval of pre -qualification for the installation of roadway and pedestrian lighting in the City of Fort Worth, beginning today, June 17, 2025 through June 17, 2027. If you need additional information or have any questions, please contact me at 817-392-6537 or by email at Clint.Hoover(a,fortworthtexas.gov. Sincerely, Clint Hoover, P.E. Transportation Management Division City of Fort Worth Transportation and Public Works Department Fort "orth TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ' I I I 1' TRAFFIc MANAGEMENT DIVISION THE Cnv of FoR7 WORTH k 5001 JAmFs AVENUE ' FDRT WORTH, T_w 76115 817-392-7738 ■ FAX 817-392-2533 14R3. 199:1 •20i1 R Printed on tetytlmd papa FORTWORTH 3/12/2025 Solid Foundations Concrete LLC Mark Ashley 1761 International Pkwy 105 Richardson, TX 75081 The City of Fort Worth Department of Development 100 Fort Worth Trail Fort Worth, TX 76102 817-392-2222 Fax 817-392-8116 Parkway BUSINESS REGISTRATION NUMBER: PW001616 Dear Registered Official: The Department of Development has processed your business registration for purchasing and requesting inspections for Parkway permits. It is effective until 3/12/2026. Please use the Registration Number above when requesting inspections or transacting business with our department. This number will not be given out over the phone. Thank -you, James Quinn Development Inspection Supervisor City of Fort Worth 817-392-7834 Raul Pecina Development Inspection Supervisor City of Fort Worth 817-925-8173 Kevin Yarbrough Development Inspection Supervisor City of Fort Worth 817-392-8793 Planning and Development Department www.FortWorthGov.Org/PlanningandDevelopment The City Of Fort Worth * 100 Fort Worth Trail * Fort Worth, Texas 76102 (817)392-2222 * Fax (817)392-8116 E-Mail DevCustomerService@FortWorthGov.Org 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 105635 . Contractor further certifies that, pursuant to Texas Labor Code, 7 Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of 8 compliance with worker's compensation coverage. 9 10 CONTRACTOR: 11 MYCON General Contractors Malynda Dickinson 12 By: 13 Company (Please Prin 14 15 17311 Dallas Parkway Signature: 16 Address 17 Dallas, TX 75248 Title: Partner &Chief Financial Officer 19 City/State/Zip (Please Print) 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 27 ,44CJ I rA 4-DiCACi, 4U1^-- , known to me to be the person whose name is 28 subscribed to the foregoing instrument, nd acknowledged to me that he/she executed the same as 29 the act and deed of (',( for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 32 GIVEN UNDER MY HAND AND SEAL OF OFFICE this I ( day of 33 e— 204� 34 35 , .�t��rq, FSEMING �••�-.• State of Texas 36 _�.�, _ Notary Public, �;_Nota Public, Expires 08-29-2026 � I,,�rr' 37 .: W� Comm. ':4k�,•`� Notary ID 131702521 NotaryPubJin and for the Stat'alTexas 38 1 39 END OF SECTION 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS BJ'S WHOLESALE CLUB Revised April 2, 2014 Docusign Envelope ID: 67267595-3870-4BE0-BB06-7E24E22FDA10 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 06/12/2025 is made by and between the 4 Developer, (Insert Full Legal Name of Developer), authorized to do business in Texas 5 ("Developer") BJ's Wholesale Club, Inc., and MYCON General Contractors , authorized 6 to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 BJ's Wholesale Club 16 Proieet Number: 10 635 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within { 183_J calendar days after the 23 date when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer .zero Dollars ($ 0 ) for each day that expires after the time specified in 35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH BJ's Wholesale Club STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105635 Revised June 16, 2016 Docusign Envelope ID: 67267595-3870-4BE0-BB06-7E24E22FDA10 005243-2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of one million two hundred and fifty-five thousand six 39 hundred and fortv eieht dollars and forty cents Dollars ($_1,255,648.40_____). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker's Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH BJ's Wholesale Club STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105635 Revised June 16, 2016 Docusign Envelope ID: 67267595-3870-4BE0-BB06-7E24E22FDA10 _ 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is svecifically intended to overate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by anv act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is snecifically intended to overate and be effective even if it is alleged or 92 nroven that all or some of the damages beine sought were caused, in whole or in part, 93 by anv act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH BJ's Wholesale Club STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105635 Revised June 16, 2016 Docusign Envelope ID: 67267595-3870-4BE0-BB06-7E24E22FDA10 115 116 117 118 119 120 121 122 123 124 125 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. 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: MYCON General Contractors BJ's Wholesale Club, Inc. By: (Signature) Malynda Dickinson (Printed Name) Title: Partner & Chief Financial Officer Company Name: MYCON General Contractors Address: 17311 Dallas Parkway City/State/Zip: Dallas, TX 75248 06/ 12/2025 Date Signed by: By: (S igiiatur` e,4r Lloyd Lords (Printed Name) Title: VP of Facilities and Construction Company name: BJ's Wholesale Club, Inc. Address: 350 Campus Drive City/State/Zip: Marlborough, MA 01752 06/12/2025 Date CITY OF FORT WORTH BJ's Wholesale Club STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS 105635 Revised June 16, 2016 0062 13 -1 PERFORMANCE BOND Page[ of 3 1 SECTION 00 6213 2 PERFORMANCE BOND 3 Bond 4460798G 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, WCON General Contractors Inc. , known as 9 "Principal" herein and Ohio Fanners Insurance Company , a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BJ's 12 Wholesale Club, Inc. authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the penal sum of, 14 One Million Two Hundred Fifty Five Thousand Six Hundred Forty Eight & 40/1001561lars (S S 1.255.648.40 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 16 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents. 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 25-0050 ;and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 23 the 18th day of April , 20 25, which Contract is hereby referred to and made a 24 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 25 and other accessories defined by law, in the prosecution of the Work, including any Change 26 Orders, as provided for in said Contract designated as BJ's WHOLESALE CLUB: 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised January 31, 2012 0062 13 -2 PERFORMANCE BOND Page 2 of 3 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 12th day of June 2025 ++■"""•• OKELLY FLEMING .'Y � I`y a: _ Notary Public, State of Texas �'r� Comm. Expires 08-29-2026 •....• +. %n' oF qn++.+Notary ' NotID 131702521 ■u'1 ATTEST: QQ'' kal, (Principal) Secretaiy �1 2trz:sl to lyrincipal Witness as to Surety Donnie Doan PRINCIPAL: MYCON General Contractors Inc. BY: - Signature �K C f::7� me and Title Address: 17311 Dallas Parkway, #300 Dallas, TX 75248 SURETY: Ohio Farmea Insurance Comp•WL BY: U J 1 01 a re Dawn Davis, Attom in -Fact Name and Title Address: 555 Republic Dr.. #451k: 7 Plano. TX 75074 r C. Telephone Number: (800)243-0210.'II+,�•' *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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS BJ S 97AFOLESALE CLUB Revised January 31, 2012 0062 13 -3 PERFORMANCE BOND Page 3 of 3 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH BJS WHOLESALE CLUB STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 0062 14 - 1 PAYMENT BOND Page I of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 Bond #460798G 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, MYCON General Contractors Inc. known as 8 "Principal" herein, and Ohio Farmers 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, BYs Wholesale Club, Inc. authorized to do business in Texas "(Developer"), and the 12 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum 13 of One Million Two Hundred Fifty Five Thousand Six Hundred Forty Eight & 4""OT'bollars (� $1,255,648.40 11JJ � 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 25-0050 ;and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 18th day of April , 20 25 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to f-unish 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 BJ's WHOLESALE CLUB. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH BJ'S WHOLESALE CLUB STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 006214-2 PAYMENT BOND 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 12th day of 6 June , 20 25 7 a`Av0G�'. KELLY FLEMING qfR Notary Public, State of Texas '�`•,, ,• °' Comm. Expires 08-29-2026 �'• ,°;,ti `'~ Notary ID 131702521 8 9 10 11 12 13 14 ATTEST: (PriacljlaI Secretaty �ILas to Principal it ATTEST: (Surety) Secretary Donnie Doan JA�JA-Lm Witness as to Surety jl� rlcr PRINCIPAL: MYCON General Contractors Inc. BY: Signature i NanXnd Title Address: 17311 Dallas Parkway, #300 Dallas, TX 75248 SURETY: Ohio Farmers Insurance Cornpa BY: V0 Signature Dawn Davis, Attorney -in -Fact Name and Title Address: 555 Republic Dr., #450 k'lano,'IX ISUI4 nr r Telephone Number: (800) 243-0210 fI/1i 11111 �� 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. Tf 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 BYS WHOLESALE CLUB STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 006219-1 MAINTENANCE BOND Page I of 3 1 SECTION 00 62 19 2 MAINTENANCE BOND 3 Bond #460798G 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we MYCON General Contractors Inc. , known as 9 "Principal" herein and Ohio Farmers Insurance Company p surety a corporate 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BJ's 12 Wholesale Club, Inc. authorized to do business in Texas ("Developer") and the City of Fort Worth, a 13 Texas municipal corporation ("City"), in the sum One Million Two Hundred Fifty Five Thousand Six Hundred Forty Eight & 40/100THS 14 of Dollars (S $1,255,648.40 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number 25-0050 ;and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 18th day of ADril , 20 25, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as BJ's WHOLESALE CLUB 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 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 BJ'S WHOLESALE CLUB 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each STGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 12th day of 3 June , 20 25 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 KELLY FLEMING ;$= Notary Public, State of Texas y' ';! Comm. Expires 08-29-2026 �rOF� Notary ID 131702521 ATTEST: -///, (PI-incipa Secretary Vitn,- as o�Priltcipal PRINCIPAL; MYCON General Contractors Inc. BY: Zature r� 1 t�1� n S b✓t 0- �D /��j c land Title Address: 17311 Dallas Parkway, #300 Dallas, TX 75248 SURETY: Ohio F s isurance Corn S gs�alure Dawn Davis, Attomey-in-Fact ATTEST: Name and Title y �:FN �o •...:.� �e+.` Address: 545 RP1nnhlic nr #4S{} .° � �•• (Sure ) Secretory Donni , Doan Plano_ TX 25074aL r . stress as to_ Surety Clu;st a Tyner Telephone Number: (800) 243-021b � 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extrac - V:1 C'V'l ,'\\ rnnrr''' 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised January 31, 2012 THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO 06/05/19, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 4220072 03 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center, Ohio Known All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and a paint JOHN D. FULKERSON, TOM P. ?LLiS, III, DONNIE D. DOAN, KAE PERDUE, KRISTI MEEK, DAWN DAVIS, WALTER J. DELAROSA, SHARON CLARY, RYAN BOWLES, CHRISTEN TYNER, JOINTLY OR SEVERALLY of DALLAS and State of TX its true and lawful ALLorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship- - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by Its Secretary, hereb ratifying and confirming all that the said Attorney(s)4r-Fact may do In the premises. Said appointment is made under and by authority of the allowing resolution adopted by Ifie Board of Directors of each of tile WESTFIELD? iNSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President. any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys) -in -Fact to represent and act for and on behalf of the Company subject to the following provisions: 1-he Attomey-In-Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowkecige and deliver, any and all bonds, recognizances, contracts, agreements of Indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling 'or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney in Fact sftai[ be as binding upon [fie Company as +T sined by tfte President and seated and a[[estetf by the Corporate Secretary." "Bet Further Resolved. that the signature of any such des gnate person and the seal of the Company Fteretofore or hereafter affixed to any Power of attorneyor arty certificate re atilt thereto by facslmite, and anyy power of attorney or certificate bearing facsimile signatures or facsimile seal shall be vad and binding upon the Company with respect to any Sand or undertaking to which it is attached." (Each adapted at a meeting held an February S. 200D), In Witness Whereof, WESTFIELD INSURANCE COMPANY. WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 05th day of JUNE A.D., 2019 . Corporate s ' $ •+" "a ['•, '""""""•�, WESTFIELD INSURANCE COMPANY Seals\a��C'�M tR .''� •'"""'•-: �y l WESTFIELD NATIONAL INSURANCE COMPANY Affixed of .oa. 4ra� IS OHIO FARMERS INSURANCE COMPANY to s : 184E f f ram ' ""• """""'� State of Ohio "�" "• •"" Dennis P. Baus, National Surety Leader and County of Medina ss.: Senior Executive On this 05th day of JUNE A.D., 2019 , before me personally came Dennis P. Baus to me known, who, being by me duly sworn, did depose and say, that he resides in Wooster, Ohio; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO t-ARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals: that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. NotarialSeat Affixed �R\ A L S �r ��u�i%s, F �� •+A_ r • David A. Kotnik, Attorney at Law, Notary Public State of Ohio QW10 My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) County of Medina ss.: .��. `pP OFGN� 1, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are In full farce and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 12th day of June A.D. 2025 „ a �gvrtAq� _ '�,n>v;,;y 5 l31 SEti `w:Pyf"'At,-,F Secretary.a.tir- �- =�� •,°r�4®• r Frank A. Carrino, Secretary .. BPOAC2 (combined) (06-02) r.�. ° • ° ti. IMPORTANT NOTICE STATE OF TEXAS COMPLAINT PROCEDURES 1. IMPORTANT NOTICE To obtain information or make a complaint: 2. You may contact your agent. 3. You may call Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-243-0210 4. You may also write to Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company at: Attn: Bond Claims One Park Circle P O Box 5001 Westfield Center, OH 44251-5001 Fax #330-887-0840 5. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 6. You may write to 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: Con sumerProtection d)..tdi.state.tx.us 7. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the agent, Westfield Insurance Company, Westfield National Insurance Company, or Ohio Farmers Insurance Company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. 8. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. BD5430 (07-07) AVISO IMPORTANTE Para obtener informacion o para someter una queja: Puede comunicarse con su (title) al (telephone number). Listed puede Ilamar al numero de telefono gratis de Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-243-0210 Usted tambien puede escribir a Westfield Insurance Company, Westfield National Insurance Company, and/or Ohio Farmers Insurance Company: Attn: Bond Claims One Park Circle P O Box 5001 Westfield Center, OH 44261-5001 Fax #330-887-0840 Puede comunicarse con el Departamento de Sequros de Texas para obtener informacion acerca de companies, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P.O. Box 149104 Austin, TX 78714-91 04 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtectionelldi.state. tx.Lis DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente, Westfield Insurance Company, Westfield National Insurance Company, o Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de information y no se convierte en parte o condition del documento adjunto. 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Pagel of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects BJ'S WHOLESALE CLUB Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects BJ'S WHOLESALE CLUB Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects BYS WHOLESALE CLUB Revised December 20, 2012 013119-1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 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 When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 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 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) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 1040IZI]wlX40Y1.130 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised August 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised JULY 1, 2011 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised JULY 1, 2011 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 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 A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BXS WHOLESALE CLUB Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised July 1, 2011 0157 13 -3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB 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 of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BXS WHOLESALE CLUB 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BXS WHOLESALE CLUB Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements IRM97[yW.307Z%140IDleh89,11101111114`1V A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BXS WHOLESALE CLUB Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [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 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) £ Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 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 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised April 7, 2014 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS BJ'S WHOLESALE CLUB Revised April 7, 2014 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Article 1 — Definitions and Terminology.......... 1.01 Defined Terms ............................... 1.02 Terminology .................................. Article 2 — Preliminary Matters ...................... 2.01 Before Starting Construction..... 2.02 Preconstruction Conference....... 2.03 Public Meeting ........................... Page .............................................1 .............................................1 ............................................. 5 ....................................................... 6 ....................................................... 6 ....................................................... 6 ....................................................... 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB 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......................................................................... 24 24 25 25 26 26 26 26 26 27 .......................... 27 .......................... 27 .......................... 27 .......................... 27 .......................... 28 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 a a a a ... 29 ... 29 ... 29 ... 29 ... 30 ... 30 ... 30 ... 30 ... 31 ................................. 32 ................................. 32 ................................. 32 ................................. 32 ................................. 33 ............................................................. 33 ............................................................. 33 34 34 BYS WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page I 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 BJ'S WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BXS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 o£ 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 BYS WHOLESALE CLUB 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: Not Part Of This Contract Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: Not Part Of This Contract Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: Not Part Of This Contract 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 BYS WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BXS WHOLESALE CLUB Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS BYS WHOLESALE CLUB 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. Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BXS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BYS WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BJ'S WHOLESALE CLUB 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 BYS WHOLESALE CLUB Revised: January 10, 2013 GEOTECHNICAL EXPLORATION BJ'S WHOLESALE CLUB Chisholm Trail Parkway and Altamesa Boulevard Fort Worth, Texas UES Report No. W240092 August 5, 2024 Prepared for: BJ'S WHOLESALE CLUB 350 Campus Drive Marlborough, Massachusetts 01752 Attention: Mr. Marc LaVoie Prepared By: 10 19 MM T M Environmental Geotechnical Engineering Materials Testing Field Inspections & Code Compliance Geophysical Technologies August 5, 2024 BJ's Wholesale Club Marlborough, Massachusetts 01752 Attention: Mr. Marc LaVoie Re: Geotechnical Exploration BJ's Wholesale Club 10250 Westpoint Boulevard Fort Worth, Texas UES Report No. W240092 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Marc LaVoie on January 10, 2024 and performed in accordance with UES Professional Solutions 44, LLC (hereinafter UES) Proposal No. 101594-rev1, dated January 9, 2024. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of foundations and pavement. UES Professional Solutions 44, LLC appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, UES PROFESSIONAL SOLUTIONS 44 LLC TBPELS Firm No. 813 '!E �F \till i� * *'�0 ' * , GREGORY S. FAGAN 518 l O CENS 11� �/ONAI-;� August 5, 2024 , Tamara L. Adams, G.I.T. Gregory S. Fagan, P.E. Geotechnical Project Manager Geotechnical Department Manager TLA/GSF-BJ H/tla Copies: (1-PDF) Client 5058 Brush Creek Rd I Fort Worth, TX 761191 ph 817-496-5600 TeamUES.com UES REPORT NO. W240092 1.0 PURPOSE AND SCOPE......................................................................................................... 1 2.0 PROJECT CHARACTERISTICS................................................................................................ 1 3.0 FIELD EXPLORATION............................................................................................................ 2 4.0 LABORATORY TESTS............................................................................................................ 3 5.0 GENERAL SUBSURFACE CONDITIONS................................................................................. 4 6.0 DESIGN RECOMMENDATIONS............................................................................................5 6.1 Possible Fill.............................................................................................................. 5 6.2 Drilled, Straight -Shaft Piers..................................................................................... 5 6.3 Potential Seasonal Movements and Grade Supported Floor Slab ......................... 9 6.3.1 Subgrade Improvement Using Moisture Conditioning ............................. 10 6.4 Spread Footings (Alternative to Drilled Piers) ...................................................... 12 6.5 Underground Storage Tanks................................................................................. 13 6.6 Lateral Earth Pressures for Site Retaining Walls, Truck Dock Walls, and Below GradeWalls........................................................................................................... 13 6.7 Below Grade Slab Drainage.................................................................................. 15 6.8 Exterior Flatwork................................................................................................... 15 6.9 Clay Liner Recommendations for Detention Pond ............................................... 15 6.10 Seismic Considerations......................................................................................... 16 6.11 Area Pavement...................................................................................................... 16 6.11.1 Pavement Subgrade Preparation............................................................... 17 6.11.2 Portland Cement Concrete........................................................................ 17 6.11.3 Asphalt Concrete Pavement...................................................................... 18 6.12 Drainage and Other Considerations..................................................................... 19 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES ............................................. 20 7.1 Site Preparation and Grading................................................................................ 20 7.2 Foundation Excavations........................................................................................ 21 7.3 Fill Compaction..................................................................................................... 23 7.4 Utilities..................................................................................................................24 7.5 Groundwater.........................................................................................................24 8.0 LIMITATIONS.....................................................................................................................25 APPENDIX A-1 Methods of Field Exploration Boring Location Plan — Figure 1 B-1 Methods of Laboratory Testing Logs of Borings Key to Soil Symbols and Classifications 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for UES PROFESSIONAL SOLUTIONS 44, LLC (UES) to evaluate BJ's Wholesale Club, Inc. (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS We understand the project will consists of the following: • One (1) single -story building with a plan area of about 105,000 SF and maximum column loads of 80 kips. • Truck receiving area and wet waste compactor(s) constructed 4 ft below the building's finished floor elevation. • One fuel station with associated fuel canopy and underground storage tanks. • Four (4) freestanding pylon signs. • One (1) detention pond. • Retaining walls up to 8 ft tall planned on the east side of the property and around the truck loading dock. • Associated parking and drives. 1 The site is located on the southwest corner of Chisholm Trail Parkway and Altamesa Boulevard in Fort Worth, Texas. A site plan illustrating the general outline of the project is provided as Boring Location Plan — Figure 1, attached in the Appendix. At the time the field exploration was performed, the site consisted of a grassy vacant tract of land. Review of historical aerial images available on Google Earth° indicates a gravel road previously existed on the site in the vicinity of Borings 5, 10, 14, 19, 24, 34, and 35. No information regarding previous developments in the project area was provided to us. Review of ISWM Construction Plan provided by Clay Moore Engineering (File No. 2024-004, Sheet Nos. C-2 and C-3, dated July 2024) indicates the site generally slopes down towards the northeast about 27 feet (Approx. Elev. 773 ft to Approx. Elev. 746 ft). This plan also indicates maximum cuts of up to 4 ft and fills of up to 6 ft to achieve final grades in the building pad areas. We understand the new structures will be supported with drilled piers or spread footings and will be designed for potential seasonal movements of about 1 inch. We further understand truck dock walls and below grade walls associated with wet waste compactor(s) will be up to 4 ft deep. The pavement for the project will consist of both portland cement concrete (PCC) and asphalt concrete (AC). We understand retaining walls with a maximum height of up to 8 ft are planned along the east boundary of the site. Recommendations for lateral earth pressures and allowable bearing pressures for site retaining walls up to 8 ft are provided herewith. Grading plans for the retaining walls were not available at the time of this study. Our office should be contacted if walls taller than 8 ft are planned. 3.0 FIELD EXPLORATION Subsurface conditions on the site were explored by drilling thirty-five (35) test borings in general accordance with ASTM D 420 using standard rotary drilling equipment. The corresponding location and depth of each boring are provided in Table A. 2 Planned Construction Building Pad Area Concrete Truck Pad Fuel Station - Underground Storage Tanks Fuel Station - Canopy Free Standing Pylon Signs (4) Paved Parking Areas and Drives Retaining Wall TABLE A Boring No. 1 through 19 20 21 and 22 23, 24 and 25 26, 27 and 28 29 through 32, and 34 33' Detention Pond 35 'Pavement boring deepened to 20 ft for retaining wall recommendations. Boring Depth, ft 30 30 30 30 30 10 20 15 Please note, the initial proposal called for twenty (20) building borings and two (2) borings for the freestanding pylon signs. However, the client requested that one (1) building boring be removed from the building pad area and placed in the location for one (1) of the two (2) additional freestanding pylon signs not listed in the proposal. The approximate location of each test boring is shown on the Boring Location Plan — Figure 1, enclosed in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on boring logs included in the Appendix. These boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets enclosed in the Appendix. 3 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological maps available from the Bureau of Economic Geology, published by The University of Texas at Austin, the site lies within the mapped interface of the undivided Fort Worth Limestone and Duck Creek formation and the undivided part of the Washita Group. The undivided Fort Worth Limestone and Duck Creek formation generally consists of limestone and marl (limey shale). The undivided Washita Group formation generally consists of limestone, mudstone, and sandstone. Residual overburden soils associated with these formations generally consist of clay soils with low to very high shrink/swell potential. Subsurface conditions can be highly variable at geological interfaces. Building and Truck Receiving (Borings 1 through 20) Subsurface conditions encountered in these borings generally consisted of clay to depths of about 4 ft to 12 ft below the ground surface underlain by limestone extending to the 30 ft termination depth of the borings. Fuel Canopy, Underground Storage Tanks, Pylon Signs, Retaining Wall, Pavement, and Detention Pond (Borings 21 through 35) Subsurface conditions encountered in these borings generally consisted of clay and/or sandy clay to depths of about 4 ft to 7 ft below the ground surface underlain by limestone extending to the 10 ft to 30 ft termination depths of the borings. A 5 ft thick layer of limestone was encountered between the clay layers in Boring 28 at a depth of about 6 ft below the ground surface. More detailed stratigraphic information is presented on the Log of Borings, attached in the Appendix. Free groundwater was encountered on drilling tools during drilling in Borings 22, 25, and 32 at depths of about 5 ft to 7 ft below the existing ground surface. The boreholes were dry immediately upon completion of drilling in these borings. No free groundwater was encountered in the remaining borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Most of the materials encountered in the borings are considered relatively impermeable and are expected to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. 4 Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Borings, attached in the Appendix. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, including the building location on the site, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final plans and specifications for review prior to construction. The design information provided in this report were evaluated on final grades as indicated on the referenced construction plans. Additional cutting and filling more than depicted on the referenced construction plans might require modifications to the recommendations provided herein. It is recommended our office be provided with final grading plans prior to construction to verify appropriate design parameters are utilized for final foundation design. 6.1 Possible Fill As discussed in Section 2.0, historical aerial images available on Google Earth' indicate a gravel road previously existed on the site in the vicinity of Borings 5, 10, 14, 19, 24, 34, and 35. Although not encountered in the borings, existing fill material may be present on the property in areas that were not explored. If compaction records for existing fill cannot be obtained, the existing fill should be considered as uncontrolled fill. Uncontrolled fill is generally not considered suitable for support of foundations due to the risk of under -compacted zones resulting in failures of weak soil and/or indeterminate levels of settlement. Any existing uncontrolled fill should be removed from the building pad area and replaced with engineered fill as recommended in Section 7.3. 6.2 Drilled, Straight -Shaft Piers Building and Truck Receiving Pads (Borings 1 through 20) Our findings indicate the proposed structures could be supported using a system of drilled, straight -shaft piers bearing at least 2 ft into tan limestone or into gray limestone. Tan limestone was encountered in Borings 1 through 20 at depths of about 4 ft to 12 ft below the ground surface. Gray limestone was encountered in Borings 1 through 20 at depths of about 8 ft to 15 ft below the ground surface. Deeper penetration will be required to develop sufficient skin friction and/or uplift resistance. Piers can be dimensioned using net allowable bearing pressure and skin friction values in Table B. 5 TABLE B Allowable End Bearing and Skin Friction Parameters Allowable Skin Friction in Skin Friction in Bearing Stratum End Bearing Compression Uplift Resistance (ksf) (ksf)' (ksf)l Tan Limestone 16 2.4 2.0 (neglecting upper 3 ft) Gray Limestone 27 5.0 4.2 'Skin friction should be neglected in the upper 3 ft of limestone and above the bottom of temporary casing. Fuel Station, Fuel Canopy and Pylon Signs (Borings 21 through 28) Our findings indicate the proposed structures could be supported using a system of drilled, straight -shaft piers bearing at least 2 ft into tan or gray limestone. Tan limestone was encountered at depths of about 4 ft to 6 ft in Borings 21 through 27. Gray limestone was encountered at depths of about 6 ft to 12 ft below the ground surface Borings 21 through 28. Groundwater was encountered in Borings 22, 25, and 32 at depths of about 5 ft to 7 ft below the existing ground surface. Casing could be required to control groundwater in pier excavations. Test piers should be performed outside the building pad areas just prior to construction to verify groundwater conditions and constructability of drilled piers. Piers can be dimensioned using net allowable bearing pressure and skin friction values in Table C. 11 TABLE C Allowable End Bearing and Skin Friction Parameters Allowable End Skin Friction in Skin Friction in Bearing Stratum Bearing Compression Uplift Resistance (ksf) (ksf)' (ksf)' Tan Limestone' 16 2.4 2.0 (neglecting upper 3 ft) Gray Limestone 40 6.0 5.0 'Skin friction should be neglected in the upper 2 ft of tan or gray limestone and above the bottom of temporary casing. zA 1 ft layer of clay was encountered between the tan/gray limestone and gray limestone in Boring 28 at a depth of about 11 ft below the ground surface. Therefore, the tan and gray limestone above this clay layer should be neglected for computing pier capacity. Drilled piers in the vicinity of Boring 28 can be designed using the net allowable bearing pressure and skin friction values for the gray limestone encountered below a depth of about 12 ft in Boring 28. These piers should bear at least 2 ft into gray limestone. General Considerations for Drilled Piers At least two (2) pier shaft diameters should remain between the bottom of the pier and the termination depth of our deepest boring (about 30 ft below existing grade) to use the allowable end bearing parameters. If the minimum clearance between the bottom of the pier and the deepest boring is not provided, piers should be designed as friction piers, neglecting end bearing. In no case should piers bear deeper than the deepest boring (about 30 ft below the existing ground surface). Deeper borings will be required to verify the bearing stratum below 30 ft if deeper piers are planned. The minimum clear spacing between piers should be at least two (2) pier shaft diameters, based on the larger pier, to develop the full load carrying capacity from skin friction. The allowable skin friction should be reduced by 50 percent for piers with adjacent touching edges. The allowable skin friction can be interpolated between 100 percent and 50 percent for piers spaced between two (2) pier shaft diameters and piers with adjacent touching edges. The allowable bearing pressure in Tables B and C has a factor of safety of at least 3 and the skin friction values have a factor of safety of at least 2. Normal elastic settlement of piers under loading is estimated at less than about % inch. Each pier should be sufficiently embedded into the gray limestone and should be designed with full length reinforcing steel to resist the uplift pressure (soil -to -pier adhesion) due to potential soil swell along the shaft from post construction heave and other uplift forces applied by 7 structural loadings. The magnitude of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary according to the actual in -place moisture content of the soils during construction. It is estimated the average uplift adhesion will not exceed about 2.2 kips per sq ft. This soil adhesion is approximated to act uniformly over the portion of the pier shaft in contact with clay soils to a maximum depth of 12 ft below final grade or top of limestone, whichever is encountered first. A reduced uplift adhesion value of 1.0 kip per sq ft can be used for the portion of the pier shaft in contact with moisture conditioned soil placed as recommended in Section 6.3. Uplift adhesion can be neglected over the portion of the pier shaft in contact with non -expansive fill. Table D contains L-PILE design parameters for design of lateral resistance of drilled piers. Lateral resistance should be neglected in the overburden soils due to potential soil shrinkage and/or disturbance. TABLE D Lateral Parameters for Drilled Shafts Material L-Pile p-y Model Effective Unit Weight (y), pci Undrained Cohesion (c), psi Rock Uniaxial Compressive Strength (q.), psi Rock Mass Modulus (E,), psi Rock Quality Designation (RQD)1, % Rock Strain Factor (krm) Clay Deeper than 6 ft Below Final Grade Stiff clay 0.069 5.0 Tan Limestone Weak rock 0.075 - 133 13,300 - 50-70 0.0005 Gray Limestone Weak rock 0.078 300 30,000 70-90 0.00005 1 Rock Quality Designation (RQD) is based on our area experience and the results of the field exploration. All grade beams connecting piers should be formed and not cast in earthen trenches. Grade beams should be formed with a nominal 10 inch and 8-inch void at the bottom of the building/truck receiving area and fuel station/canopy/pylon signs, respectively. A reduced void space of 6 inches can be used if the subgrade is improved as discussed in Section 6.3. Commercially available cardboard box forms (cartons) are made for this purpose. The cardboard cartons should extend the full length and width of the grade beams. Prior to concrete placement, cartons should be inspected to verify they are firm, properly placed, and capable of supporting wet concrete. Some type of permanent soil retainer, such as pre -cast concrete panels, must be provided to prevent soils adjacent to grade beams from sloughing into the void space at the bottom of the grade beams. Additionally, backfill soils placed adjacent to grade beams must be H., compacted as outlined in Section 7.3. Void spaces are not required below grade beams bearing directly on limestone. 6.3 Potential Seasonal Movements and Grade Supported Floor Slab Our findings indicate the floor slabs constructed within 2 ft of the existing ground surface could experience post construction seasonal movements of: • about 5 inches at the building and concrete truck receiving pads (Borings 1 through 20) • about 4 inches at the fuel canopy, underground storage tanks, and pylon signs (Borings 21 through 35) This estimate of potential movement is based on the assumption that any fill used to raise the grade consists of onsite or similar soils with a plasticity index of 50 or less. Use of fill material with a higher plasticity index could result in potential movements exceeding our estimates. Potential seasonal movements discussed above was estimated in general accordance with methods outlined by Texas Department of Transportation (TxDOT) Test Method Tex-124-E, from results of absorption swell tests and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding our estimates could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. We understand it is desired to reduce the potential seasonal movement of the proposed floor slabs to about 1 inch. Table E contains a summary of recommended subgrade improvements for the structures based on subsurface conditions encountered in the borings and the assumption that maximum cuts and/or fills of up to 2 ft will be required to achieve final grade. N TABLE E Summary of Required Improvements to Reduce Potential Movement to 1 inch Associated Non -Expansive Fill Structure Depth of Moisture Conditioning Boring Nos. Thickness Building and 10 ft below the non -expansive fill or to Truck Receiving 1 through 20 2 ft top of limestone', whichever is encountered first Fueling Facility 21 through 25 1 ft Extending to the top of limestone From below the Pylon Signs 26, 27 and 28 footings extending None to the Top of Limestone 'Limestone was encountered at depths of about 4 ft to 12 ft in Boring 1 through 20. It is not required to over -excavate limestone to install non -expansive fill or moisture conditioned soils. 2Limestone was encountered at depths of about 4 ft to 7 ft below the ground surface in Borings 21 through 35. It is not required to over -excavate limestone to install non -expansive fill or moisture conditioned soils. Moisture conditioning is described in Section 6.3.1. Non -expansive material could consist of select fill or flexible base material as discussed in Section 7.3. In choosing these methods of movement reduction, the Owner is accepting some post construction seasonal movement of the structures (about 1 inch). Floor slabs supported on a 1- to 2-ft thick layer of non -expansive fill underlain by moisture conditioned soil can be designed using a subgrade modulus of reaction of 100 and 150 pci, respectively. 6.3.1 Suberade Improvement Using Moisture Conditioning Potential movements could be reduced to about 1 inch by placing a depth of non - expansive fill material between the bottom of the floor slab and the top surface of moisture conditioned soil as summarized in Table E. Non -expansive material could consist of select fill or flexible base material as discussed in Section 7.3. Limestone was encountered at depths of 4 ft to 12 ft below the ground surface in the borings. It is not required to over -excavate sufficiently strong limestone throughout the building pad. UES should be retained to observe test pits to evaluate the nature and thickness of the limestone prior to terminating moisture conditioning at depths shallower than recommended. 10 Moisture -conditioning consists of over -excavating the site soils, then processing and compacting the specified minimum thickness of soil at a "target" moisture content approximated to be at least 5 percent above the material's optimum moisture content as determined by the standard Proctor method (ASTM D 698). Some of the onsite soils with a lower plasticity index may require compaction at a moisture content closer to optimum. Any deviation from the minimum 5 percentage points above optimum should be determined by UES during construction. The moisture -conditioned soil, free of debris and any rock fragment greater than 4 inches, should be placed in about 8-inch thick loose lifts and compacted to a dry density of 93 to 97 percent of standard Proctor maximum dry density. Moisture conditioning of the on -site soil should extend throughout the entire building area, below any adjacent flatwork and at least 10 ft beyond the area of floor slab. In entrance areas and at outward swinging doors, moisture conditioning should extend at least 10 ft beyond the perimeter of the work area. However, non -expansive material should not extend beyond the building limits. If flatwork or paving is not planned adjacent to the structure (i.e. above the moisture -conditioned soils), a moisture barrier consisting of a minimum of 10 mil plastic sheeting with 8 to12 inches of soil cover should be provided above the moisture -conditioned soils. Moisture -conditioned soils should be maintained in a moist condition prior to placement of the required thickness of non -expansive material, flatwork or plastic sheeting. The resulting estimated potential seasonal movement (about 1 inch) was calculated assuming the moisture content of the moisture -conditioned soil varies between the "target" moisture content and the "wet" condition while the deeper undisturbed in -situ soil within the normal zone of seasonal moisture content change varies between the "dry" condition and the "wet" condition as defined by methods outlined in TxDOT Test Method Tex-124-E. The purpose of moisture -conditioning is to reduce the free swell potential of the moisture -conditioned soil to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify the "target" moisture content for moisture -conditioning (estimated at 5 percentage points above the material's optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to 1 percent or less. In addition, it is recommended samples of the moisture -conditioned material be routinely obtained during construction to verify the free swell of the improved material is 1 percent or less. Moisture conditioning should be monitored and tested on a full-time basis by UES to verify materials tested are placed with the proper degree of moisture and compaction as presented in this report. Field density tests should be performed for each lift of fill placed in the pad areas. 11 6.4 Spread Footings (Alternative to Drilled Piers) As an alternative to drilled piers, the proposed structures could be supported on spread footings bearing on flexible base material and designed using a net allowable bearing pressure as summarized in Table F. Subgrade improvement as discussed in Section 6.3 will be required to reduce potential movements of spread footings to about 1 inch. Differential movements between footings can approach total movements (about 1 inch) after subgrade improvement. TABLE F Net Allowable Bearing Pressure Parameters for Spread Footings Desired Allowable Bearing Depth of Flexible Base Material Required Below Footing",3.° Pressure(KSF) 3.5 1.5 times the width of the footing 2.0 At least 2 ft 1.5 At least 1 ft 'The flexible base material should extend laterally out from the footing a distance equivalent to % the thickness of the flexible base below the footing. 2Footings should be proportioned such that the resultant force acts on the middle third of the footing. 3Continuous footings should have a least dimension of 18 inches and spot footings should have a least dimension of 24 inches. 4Flexible base material is defined in Section 7.3. In some areas, limestone could be encountered at or near final grade. It is not required to remove limestone to install the thickness of flexible base material discussed in Table F, except that limestone should be removed to provide a minimum 6 inch cushion of flexible base below the footing. Site retaining walls with heights of up to 8 ft bearing on undisturbed cuts in native clay or limestone can be dimensioned using a net allowable bearing pressure of 2.0 kips per sq ft. Site retaining walls bearing on native soils are subject to about 4 to 5 inches of potential movement as discussed in Section 6.3. Site retaining walls should not be supported above moisture conditioned soils. If this level of movement is not acceptable, retaining walls could be structurally suspended above the ground surface on drilled piers as discussed in Section 6.2. As an alternative, non -expansive fill compacted in accordance with Section 7.3 could be placed from below the footing, extending to the top surface of limestone. Building foundations and individual footings for pylon signs should be supported on one bearing material type. If a footing(s) is anticipated to bear on soil and limestone, the limestone in the building pad or pylon sign area should be over excavated to provide a minimum of 6 inch cushion of non -expansive fill below all footings. Careful monitoring during construction is necessary to locate any pockets or seams of unsuitable materials which might be encountered in excavations for footings. Unsuitable materials encountered at the foundation bearing level should be removed and replaced with lean concrete 12 (at least 200 psi strength at 28 days) or structural concrete. Resistance to sliding will be developed by friction along the base of the footings and passive earth pressure acting on the vertical face of the footing and a (possible) key installed in the base of the footings, if required. We recommend a coefficient of base friction of 0.35 be used along the bottom of the footing. The available passive earth resistance on the vertical face of the foundation and a (possible) key constructed in the base of the footing may be calculated using a uniform allowable passive earth pressure of 500 psf for footings bearing against undisturbed native soil or against fill placed in accordance with Section 7.3. An increased passive resistance of 2,000 psf can be used for footings and keys bearing against vertical cuts in competent limestone. The passive resistance along the vertical face of the footing should be neglected within 2 ft of the final site grade. 6.5 Underground Storage Tanks Based on the referenced project site plan, two (2) underground storage tanks are planned in the vicinity of Borings 21 and 22. We understand that the tanks will be manufactured offsite and will be installed onsite by a specialty contractor. Due to the depth of the tanks below final grade and the assumed lack of drainage, the foundation used for the underground storage tanks should be designed for full buoyancy. The buoyant forces will be resisted primarily by the weight of the structure and foundation. If additional uplift resistance is required, the base of the foundations may be thickened and/or widened, to increase the weight of the foundation structure and/or backfill above it, or tie -down anchors may be considered. These foundations are generally designed by specialty contractors. If additional design information is required, our office should be contacted. All excavations must be sloped, shored, or braced in accordance with OSHA requirements as discussed in Section 7.1. 6.6 Lateral Earth Pressures for Site Retaining Walls, Truck Dock Walls, and Below Grade Walls Site retaining walls, truck dock walls and below grade walls should be designed to resist the expected lateral earth pressures. The magnitude of lateral earth pressure against retaining walls and below grade walls is dependent on the method of backfill placement, type of backfill soil, drainage provisions, and type of wall (rigid or yielding) after placement of the backfill. Experience demonstrates when a wall is held rigidly against horizontal movement (restrained at the top); the lateral pressure (at -rest lateral earth pressure) against the wall is greater than the normally assumed active pressure. Yielding walls (rotation at the top of at least 0.1 percent of the wall height) and walls not sensitive to some movements can be designed for active earth pressures (ka). Rigid walls should be designed using the higher at -rest lateral earth pressures (ko). Walls should be designed using the equivalent fluid pressures provided in the Table G, considering a triangular distribution and assuming a horizontal ground surface extending back from the top of the wall. The equivalent fluid pressures provided do not include a factor of safety. 13 TABLE G Lateral Earth Pressures: Horizontal Ground Surface Behind the Wall Equivalent Fluid Pressure, pcf Material Condition Undrained including Drained Hydrostatic Pressure Free Draining Granular Soil At -Rest, ko=0.42 53 89 0=35', YT =125 pcf Active, ka=0.27 34 79 Site Clay Soil, At -Rest, ko=0.74 --- 105 0=15% YT =120 pcf Active, ka=0.59 --- 96 Free draining granular backfill should consist of a clean, non -plastic, relatively well -graded granular soil consisting of sand, gravel or a sand and gravel mixture, with less than 5 percent finer than the No. 200 sieve size. To reduce surface water seepage into the free draining backfill, the top 1-ft of the backfill should consist of on -site clay soil with a plasticity index of at least 25. The free draining granular backfill should extend outward at least 2 ft from the base of clay soils and then extend upward on a 1 (horizontal) to 2 (vertical) slopes. At least 1 ft of free draining granular backfill should be provided between the back of the wall and vertical cuts in limestone. The free draining granular backfill should be separated from the adjacent native soils using a filter fabric (Mirafi 140N, or equivalent) to prevent intrusion of native soils into the free draining granular backfill. Complete drainage of the free draining granular backfill could be provided to prevent the development of hydrostatic pressures behind the wall. A typical drainage system could consist of perforated plastic PVC pipes placed in filter trenches excavated parallel to the base of the walls for their entire length. The drainpipes should be positioned at a depth lower than the bottom elevation of the wall and should also be wrapped with filter fabric (Mirafi 140N, or equivalent). A drainage system is beneficial regardless of the type of backfill used behind the wall. As a minimum, weep holes should be provided for freestanding walls. However, weep holes alone will not prevent occasional build-up of hydrostatic pressures behind the walls. Below grade walls should be water -proofed with keyways and waterstops. Lightweight, hand -controlled vibrating plate compactors are recommended for compaction of backfill adjacent to walls to reduce the possibility of increases in lateral pressures due to over - compaction. Heavy compaction equipment should not be operated near the walls. Also, compaction of backfill soils behind walls should not exceed 100 percent standard Proctor maximum dry density (ASTM D 698) to further limit lateral earth pressures against walls. The lateral earth pressures in Table G do not include the effects of surcharge loading on the wall due to sloping backfill or from other loads near the walls. Surcharge loads should be multiplied bythe appropriate lateral earth pressure coefficient from Table G and applied as a uniform lateral load over the full height of the wall. 14 6.7 Below Grade Slab Drainage A sub -floor drainage system should be installed for the below grade area that cannot tolerate groundwater seepage into the structure. The sub -floor drain system should be situated a minimum 12 inches below the bottom of the slab. The drain system could consist of collector pipes (minimum 4 inches in diameter, perforated and wrapped with filter fabric - Mirafi 140N, or equivalent) in shallow trenches connected to a uniform drainage layer at least 8 inches thick. Spacing of the drainpipes should not exceed 25 ft. The drainage layer extending from the bottom of the slab should consist of free -draining gravel material with a maximum nominal particle size of 2 inches and not more than 5 percent passing the No. 200 sieve. Gravel meeting the gradation requirements of ASTM C 33 Size No. 57 is an example of a commercially available material suitable for this purpose. The gravel fill should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The moisture content is not critical for proper compaction of the gravel; however, adding moisture could act as a lubricant, aiding in compaction. The sub -floor drainage system should be sloped to drain to gravity drain points or to suitable sump pits. Consideration should also be given to providing multiple sump pits with an emergency power source if complete gravity drainage cannot be provided. Moisture conditioning below the below -grade structures should extend to the same depth as moisture conditioning performed for surrounding at -grade floor slabs. 6.8 Exterior Flatwork Exterior flatwork constructed within 2 ft of existing grade could be subjected to potential seasonal movements of about 4 to 5 inches as discussed in Section 6.3. If this level of movement is not acceptable, flatwork could be structurally suspended above the ground surface on drilled piers as discussed in Section 6.2. As an alternative, potential movement of flatwork could be reduced to about 1 inch following the recommendations for subgrade improvement discussed in Section 6.3. 6.9 Clav Liner Recommendations for Detention Pond Based on borings in the vicinity of the proposed pond location (Boring 35), we expect the bottom and sidewalls of the proposed detention pond will consist of clay, sandy clay, and/or limestone. In general, the greatest risk of water loss is through natural cracks and fissures that can exist in the native clay and limestone. Therefore, we recommend reducing the risk of seepage by installing a minimum 2 ft thick clay liner over the pond sidewalls and base. If a clay liner is utilized, the ponds should be over -excavated to allow placement of a 2-ft thick clay liner in the pond bottom and side walls. Clay liner material should have a minimum percent passing the No. 200 sieve of 70%, a liquid limit of at least 50 and a plasticity index of at least 30. The clay liner should be installed by placing 8-inch thick lifts and compacted each lift to a 15 minimum 95 percent of standard Proctor maximum dry density (ASTM D 698) with a moisture content within the range of 2 to 5 percent above optimum. We expect most of the clays excavated from the pond areas can be used for lining purposes as long as they conform to requirements described above. The excavated materials should be further tested during construction to evaluate their compatibility. Excavated rock will generally not work for pond liner material. Following placement of the reprocessed clays, the clay soils should not be allowed to dry excessively. The clay soil should be maintained in a moist condition (even during periods when the pond is drained for maintenance) to prevent development of shrinkage cracks. Past problems have occurred when shrinkage cracks were allowed to form and the cracks became filled with sand and silt. The sand and silt prevent resealing of the shrinkage cracks causing significant seepage losses. 6.10 Seismic Considerations The Site Class for seismic design is based on several factors that include soil profile (soil or rock), shear wave velocity, and strength, averaged over a depth of 100 ft. Since our borings did not extend to 100-foot depths, we based our determinations on the assumption that the subsurface materials below the bottom of the borings were similar to those encountered at the termination depth of the borings. Based on Section 1613.3.2 of the 2015 International Building Code and Table 20.3-1 in the 2010 ASCE-7, we recommend using Site Class C (very dense soil and soft rock) for seismic design at this site. 6.11 Area Pavement To permit correlation between information from test borings and actual subgrade conditions exposed during construction, a qualified Geotechnical Engineer should be retained to provide subgrade monitoring and testing during construction. If there is any change in project criteria, the recommendations contained in this report should be reviewed by our office. Calculations used to determine the required pavement thickness are based only on the physical and engineering properties of the materials used and conventional thickness determination procedures. Pavement joining buildings should be constructed with a curb and the joint between the building and curb should be sealed. Related civil design factors such as subgrade drainage, shoulder support, cross -sectional configurations, surface elevations, reinforcing steel, joint design and environmental factors will significantly affect the service life and must be included in preparation of the construction drawings and specifications, but all were not included in the scope of this study. Normal periodic maintenance will be required for all pavement to achieve the design life of the pavement system. 16 Recommendations for Portland cement concrete (PCC) and asphalt concrete (AC) pavement are provided below. These types of pavement are not considered equal in performance. Asphalt concrete pavement should be expected to have a shorter life and higher maintenance costs. Also, pavement in dumpster areas and areas receiving heavy truck traffic should consist of PCC. The recommended pavement sections provided in Table H are considered the minimum necessary to provide satisfactory performance based on the expected traffic loading. In some cases, City minimum standards for pavement section construction may exceed those recommended in Table H. 6.11.1 Pavement Subgrade Preparation The exposed surface of the pavement subgrade soil should be scarified to a depth of 6 inches and mixed with a minimum 7 percent hydrated lime (by dry soil weight) in conformance with TOOT Standard Specification Item 260. Assuming an in -place unit weight of 100 pcf for the pavement subgrade soils, this percentage of lime equates to about 32 Ibs of lime per sq yard of treated subgrade. The actual amount of lime required should be confirmed by additional laboratory tests (ASTM C 977 Appendix XI) prior to construction. The soil -lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil -lime mixture is at/or below 15. We recommend subgrade improvement procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. Improvement of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork will have the same potential for movement as slabs constructed directly on the existing undisturbed soils. Good perimeter surface drainage with a minimum slope of 2 percent away from the pavement is recommended. Normal maintenance of pavement should be expected over the life of the structures. Lime stabilization of the subgrade soils is not required where limestone is exposed at the final pavement subgrade elevation. Cuttings from adjacent lime stabilized soils, flexible base material or limestone cuttings can be used as a leveling course in these areas. 6.11.2 Portland Cement Concrete Following subgrade preparation as recommended in Section 6.11.1, the following PCC (reinforced) pavement sections are recommended. 17 TABLE H Recommended PCC Pavement Sections PavingType, and/or Areas Subgrade Thickness, PCC Thickness, yp ' inches inches Parking, Areas Subjected Exclusively to Passenger Scarified and 5 Vehicle Traffic Compacted Native, 6 Drive Lanes & Fire Lanes, Areas Subjected to Light Volume Truck Traffic Lime Modified, 6 6 Dumpster & Truck Traffic Areas, Areas Subjected to Moderate Volume Truck Traffic Lime Modified, 6 7 PCC should have a minimum compressive strength of 4,000 psi at 28 days in parking areas subjected exclusively to passenger vehicle traffic. We recommend a minimum compressive strength of 5,000 psi at 28 days for the drive lanes, fire lanes, and truck areas. Concrete should be designed with 4.5 ± 1.5 percent entrained air. Joints in concrete paving should not exceed 15 ft. Reinforcing steel should consist of No. 3 bars placed at 18 inches on -center in two directions. Alternatively, lime treatment of the pavement subgrade could be eliminated by increasing the PCC thickness in the pavement sections presented in Table H by 1 inch. Prior to construction of pavement on untreated subgrade soil, the exposed subgrade should be scarified to a depth of at least 6 inches and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of -1 to +3 percentage points of the material's optimum moisture content. 6.11.3 Asphalt Concrete Pavement Subgrade preparation as described in Section 6.11.1 is required for asphalt concrete pavement. The minimum recommended asphalt concrete pavement sections to be constructed are provided in Table I. TABLE I Recommended Asphalt Pavement Sections Light -Duty Moderate -Duty 100,000 ESAL (inches) 300,000 ESAL (inches) HMAC Surface Course — Type D 2.0 2.0 H MAC Base Course —Type B 3.0 4.0 Improved Subgrade (See Section 6.11.1) 6.0 6.0 HMAC should conform to TxDOT Standard Specification Item 340 — Type D Surface Course) and TxDOT Standard Specification Item 340 — Type A or B Base Course. The coarse aggregate in the surface course should be composed of angular crushed limestone rather than smooth gravel. 18 6.12 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 10 ft of the structures should be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 10 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the structures, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flat -work is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as re -sealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab system: • Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 ft from the completed structures. • Large trees and shrubs should not be allowed closer to the foundations than a horizontal distance equal to roughly their mature height due to their significant moisture demand upon maturing. • Moisture conditions should be maintained "constant" around the edge of the slabs. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted herein. • Planter boxes placed adjacent to the structures should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. 19 7.0 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Limestone was encountered at a depth of 4 ft below the ground surface in Borings 23, 25, 27 and 32 and could be encountered during general excavation in some areas of the site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be used to remove the limestone. Crushing equipment may be required to process the limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. • After completion of the necessary stripping, clearing, and excavating, and prior to placing any required fill, the exposed soil subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. • The exposed soil subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 20 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. • Proof -rolling procedures should be observed routinely by a Professional Engineer or their designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed during the proof -roll should be removed and replaced with well -compacted material as outlined in Section 7.3. • Prior to placement of any fill, the exposed soil subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. 20 If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) feet. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3, deep fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be placed well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at some of the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be properly monitored to verify loose, soft or otherwise undesirable materials are removed and foundations will bear on satisfactory material. Soil exposed in the base of all foundation (pier and footing) excavations should be protected against detrimental change in condition, such as surface sloughing or side disturbance, rain or excessive drying. Drilled pier foundations should be completed in one day. 21 Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, straight shaft pier excavations should be slightly widened and deepened, or a new design penetration made to provide a fresh bearing surface. Footing and slab foundation excavations should be deepened and cleaned. All pier shafts should be at least 1.5 ft in diameter for pier stability considerations and to facilitate clean -out of the base and for proper monitoring. Concrete placed in pier holes should be directed through a tremie, hopper, or equivalent. Placement of concrete should be vertical through the center of the shaft without hitting the sides of the pier or reinforcement to reduce the possibility of segregation of aggregates. Concrete placed in piers should have a minimum slump of 5 inches (but not greater than 7 inches) to avoid potential honey -combing. Observations during pier drilling should include, but not necessarily be limited to, the following items: • Verification of proper bearing strata and consistency of subsurface stratification with regard to boring logs, • Confirmation the minimum required penetration into the bearing strata is achieved, • Complete removal of cuttings from bottom of pier holes, • Proper handling of any observed water seepage and sloughing of subsurface materials, • No more than 2 inches of standing water should be permitted in the bottom of pier holes prior to placing concrete, and • Verification of pier diameter size and steel reinforcement. Groundwater was encountered at depths of about 5 ft to 7 ft below the ground surface in Borings 22, 25 and 32. Groundwater seepage could be encountered during pier installation. The risk of encountering groundwater during pier drilling is increased during or after periods of precipitation. Where submersible pumps or bailing cannot control groundwater, temporary casing may be required to control seepage. The casing should be properly seated into the limestone, and all groundwater and soil should be removed prior to beginning the design penetration. As casing is extracted, care should be taken to maintain a positive head of plastic concrete and minimize the potential for intrusion of water seepage. A separate bid item should be provided for casing on the contractor bid schedule. The limestone encountered in the borings was very hard. Rock teeth and/or core barrels will be required to penetrate this limestone. 22 7.3 Fill Compaction Select fill used as non -expansive material should have a liquid limit less than 35, a plasticity index (PI) not less than about 4 nor greater than 15 and contain no more than 0.5 percent fibrous organic materials, by weight. All select material should contain no deleterious material and should be compacted to a dry density of at least 98 percent standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. The plasticity index and liquid limit of material used as select non -expansive material should be routinely verified during placement using laboratory tests. Visual observation and classification should not be relied upon to confirm the material to be used as select, non -expansive material satisfies the required Atterberg-limit criteria. Flexible base used as non -expansive material in the building pad should consist of material meeting the requirements of TxDOT Standard Specifications Item 247, Type A, B, C, or D, Grade 1-2 or 3. The flexible base should be compacted to at least 98 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 2 percentage points below to 2 percentage points above the material's optimum moisture content. Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of pavement, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. In addition to the requirements above, processed rock used as fill in building area should have a plasticity index less than 15. The following recommendations pertain to general fill. Moisture conditioned soil should conform to recommendations in Section 6.3. Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of +2 to +6 percentage points of the material's optimum moisture. Clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of -1 to +3 percentage points of the material's optimum moisture. 23 Clayey material used as fill should be processed such that the largest particle or clod is less than 6 inches prior to compaction. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within — 2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined above. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. In general site grading areas where final fill slopes will be four horizontals to one vertical (4:1) or steeper and greater than 5 ft in height, field density and moisture content tests should be performed on each lift. 7.4 Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within —2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Groundwater was encountered at depths of about 5 ft to 7 ft below the ground surface in Borings 22, 25 and 32. From our experience, shallower groundwater seepage could be encountered in excavations for foundations, utilities and other general excavations at this site. The risk of encountering seepage is increased during or after periods of precipitation. Standard sump pits 24 and pumping procedures may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone are encountered in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. UES, upon written request, can be retained to provide these services. UES is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained UES's written acceptance of such intended use. Any such third party using this report after obtaining UES's written acceptance shall be bound by the limitations and limitations of liability contained herein, including UES's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which UES may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by UES. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release UES from any liability resulting from the use of, or reliance upon, this report. 25 Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, UES is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 26 APPENDIX A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 35 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plan, Figure 1. The test boring locations were staked by either pacing or taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. A modified version of the Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. In this case, UES Professional Solutions 44, LLC has modified the procedure by using a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference TxDOT Test Method TEX 132-E, as modified). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. lu B-26=!— Pik --.2-7-- ki 1 GEOTECHNICAL EXPLORATION BJ'S WHOLESALE CLUB CHISHOLM TRAIL PARKWAY AND ALTA MESA BOULEVARD FORT WORTH, TEXAS UES PROJECT NO. W240092 B-27 B-35 ,5 ACRES MEW 4� I Y APPROXIMATE BORING LOCATION 1F UE5TM Formerly Alpha Testing FIGURE 1 BORING LOCATION PLAN B-1 METHODS OF LABORATORY TESTING Representative samples were examined and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), percent material passing the No. 200 sieve tests (ASTM D 1140), and dry unit weight determinations were performed on selected samples. In addition, unconfined compression tests (ASTM D 2166) and pocket -penetrometer tests were conducted on selected soil samples to evaluate the soil shear strength. Results of these tests are provided on the boring logs. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further analyzed by absorption swell tests (ASTM D 4546). The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent swell and total moisture gain calculated. Results of the absorption swell tests are provided on the attached Log of Boring sheets. 5058 Brush Creek Rd. BORING NO.: �10 UES,� Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and — — 5 limestone fragments Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE _15 20 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N a N 0 -' U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha ii Z 1.0 0.6 67 44 67 21 46 3.0 1.0 31 1.0 31 3.0 71 17 38 17 21 6.0 100/ 3.50" 100/ 10.0 1" 100/ 0.50" 100/ 1.50" 100/ 1.50" 30.0 , 100/ 20 5058 Brush Creek Rd. BORING NO.: 2 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and — — 5 limestone fragments Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE _15_ 20 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 1.75 39 3.0 3.25 26 3.25 26 4.5+ 13 6.0 100/ 1.50" 9.0 100/ 1.50" 100/ 1" 100/ 1.50" 100/ 1.50" 30.0 , 100/ 20 5058 Brush Creek Rd. BORING NO.: 3 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and — limestone fragments _5 Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE 15 _20_ 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 2.0 3.0 1.5 1.5 5.0 3.0 100/ 3" 11.0 100/ 2.50" 100/ 1.50" 12" 100/ 1.50" 30.0 , 100/ 30 34 66 21 45 17 17 12 32 16 16 0.0 5058 Brush Creek Rd. BORING NO.: 4 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE —15 20 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x° CO o� ��_ o ° ° J Ha d Z 2.75 24 2.75 16 4.0 100/ 0.50" 100/ 10.0 kL 1.50" 100/ 1.50" 100/ 1.50" 12" 30.0 , 100/ 20 �10 U E 5058 Brush Creek Rd. BORING NO.: 5TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments and calcareous deposits 5 Tan LIMESTONE 10 Gray LIMESTONE _15_ 20 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x° CO o� ��_ o ° ° J Ha a- Z 3.5 26 2.75 4.5+ 2.0 6.0 100/ 2.50" 9.0 12" 100/ 1.50" 100/ 1" 100/ 0.50" 30.0 , 100/ 0.50' 27 65 22 43 0.0 98 21 78 25 53 5058 Brush Creek Rd. BORING NO.: 6 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and — limestone fragments _5 Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 1.25 32 3.0 1.75 12 1.75 12 5.0 1.0 23 100/ 3" 100/ 2" 12.0 100/ 1" 100/ 1.50" 100/ 1.50" 100/ 30.0 , 1 " 5058 Brush Creek Rd. BORING NO.: 7 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 / Tan CLAY with calcareous deposits and — limestone fragments Tan LIMESTONE with clay seams 10 Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): o.S 2 a E ° I 8-1 _ x > `o U� E E 8-1 E U oz 0_ 9 C N aN 0— (� ._° 3 Cz CDx° ° o� ��_ o ° ° J Ha Z d 0.5 0.75 0.6 4.0 2.0 5.0 100/ 2" 12.0 100/ 4" 100/ 1" 12" 12" 100/ 30.0 , 2.50" 37 78 41 70 24 46 19 33 17 16 5058 Brush Creek Rd. BORING NO.: 8 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and limestone fragments 5 j Tan LIMESTONE with clay 10 Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 1.0 39 3.0 2.5 16 2.5 16 4.5+ 22 7.0 = 3.5 14 12.0 100/ 4.50" 100/ 1.50" 100/ 2.50" 12" 30.0 , 100/ 30 5058 Brush Creek Rd. BORING NO.: 9 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY — 5 Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE —10— 15 —20 —25 30— TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N a N 0 -' U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 1.0 34 1.5 32 47 20 27 0.9 4.0 1.75 32 70 23 47 6.0 100/ 3" 8.0 100/ 2.50" 100/ 1" 100/ 1" 100/ 0.50" 100/ 30.0 , 0.50" �10 U E 5058 Brush Creek Rd. BORING NO.: 10 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY — 5 Brown CLAY Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE 15 —20— 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x° CO o� ��_ o ° ° J Ha a- Z 4.5+ 32 3.0 29 4.0 4.5+ 20 6.0 100/ 3.50" 11.0 100/ 2.50" 100/ 1.50" 100/ 1" 100/ 1" 30.0 , 100/ 0.50' Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 1 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY — 5 Brown CLAY Tan CLAY with calcareous deposits and — limestone seams Tan LIMESTONE with clay seams and — layers _10_ Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x ��_ �_ o o J co d (n Ha a- ZCU 1.0 39 1.5 32 4.0 2.75 18 6.0 1.5 31 8.0 1" 4 12.0 100/ 1" 100/ 1" 100/ 0.50" 30.0 , 100/ 0.50' 5058 Brush Creek Rd. BORING NO.: 12 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Brown CLAY Tan CLAY with calacareous deposits Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE 15 20 _25_ 30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d ZCU 1.5 34 1.0 35 4.0 5.0 2.0 19 6.0 2.0 19 100/ 3.50" 12.0 100/ 5" 100/ 1.50" 100/ 66 1" 100/ 1" 30.0 , 100/ 1.50' Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 13 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Brown CLAY 5 Tan CLAY with calcareous deposits and limestone fragments j Tan LIMESTONE 10 Gray LIMESTONE 15 20 25 _30_ TEST BORING TERMINATED AT 30 FT 4.0 8.0 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0 -' U Of x ��_ �_ o o J d (n Ha d Z 1.25 32 1.75 0.9 88 30 72 24 48 2.25 19 43 18 25 0.0 4.5+ 13 100/ 1.50" 11.0 100/ 1" 100/ 1.50" 100/ 1.50" 30.0 , 100/ 1.50' Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 14 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with calcareous nodules and 5 limestone fragments Tan CLAY with calcareous deposits and limestone fragments Tan LIMESTONE _10_ Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x ��_ �_ o o J co d (n Ha a- ZCU 2.0 29 2.5 27 4.0 2.25 21 6.0 3.25 17 8.0 12" 12.0 100/ 1" 100/ 66 1" 100/ 0.50" 30.0 , 100/ 0.50' Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 15 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan CLAY with calcareous deposits and limestone fragments 10� Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT 6.0 12.0 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0 -' U ._° 3 Cz CDOf x ��_ �_ o o J co d (n Ha d Z CU 1.25 34 1.5 1.0 90 31 3.0 28 78 24 54 0.4 3.0 12 32 17 15 0.0 4.5+ 18 100/ 0.50" 100/ 0.50" 100/ 0.50" 100/ 30.0 , 0.50" Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 16 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY — 5 Tan CLAY with calcareous deposits and limestone fragments j Tan LIMESTONE with clay seams and — layers —10— Gray LIMESTONE —15 20 —25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x ��_ �_ o o J d (n Ha a- Z 2.0 40 2.5 29 4.0 3.0 15 4.5+ 15 8.0 1" 4 13.0 100/ 66 1" 12" 100/ 1.50" 30.0 , 100/ 20 Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 17 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan CLAY with calcareous deposits and limestone fragments 10 Tan LIMESTONE with clay seams Gray LIMESTONE 15 20 25 _30_ TEST BORING TERMINATED AT 30 FT 4.0 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x ��_ �_ o o J d (n Ha d Z 1.75 31 1.75 29 76 24 52 0.1 2.0 27 4.5 14 31 15 16 9.0 100/ 1" 11.0 100/ 1.50" 100/ 1.50" 100/ 1.50" 30.0 , 100/ 1.50' �10 U E 5058 Brush Creek Rd. BORING NO.: 18 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan CLAY with calcareous deposits and — � — limestone fragments Tan LIMESTONE with clay seams and — layers _10 15_ Gray LIMESTONE _20 25 30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha a- Z 1.5 33 2.25 30 5.0 3.0 18 3.0 18 ■ 3.0 22 8.0 100/ 2.50" 15.0 , 100/ 1" 100/ 1.50" 100/ 1.50" 30.0 , 100/ 1.50' �10 U E 5058 Brush Creek Rd. BORING NO.: 19 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY — 5 Brown CLAY Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE —15— 20 25 _30 TEST BORING TERMINATED AT 30 FT 4.0 6.0 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0 -' U Of x° CO o� ��_ o ° Ha d Z 4.5+ 2.1 89 28 3.75 28 80 25 55 0.0 2.5 26 69 22 47 0.0 100/ 2.50" 9.0 L " 12 100/ 1.50" 100/ 1" 100/ 0.50" 30.0 , 100/ 0.50' 5058 Brush Creek Rd. BORING NO.: 20 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan LIMESTONE with clay seams and — layers Gray LIMESTONE _10_ 15 _20 _25 30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x° CO o� ��_ o ° ° J Ha d Z 1.0 0.5 1.0 5.0 1.5 100/ 2.50" 8.0 100/ 1" 100/ 1" 100/ 0.50" 100/ 0.50" 30.0 , 0.50100/" 79 35 36 69 22 47 0.0 29 5058 Brush Creek Rd. BORING NO.: 21 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments 5 Tan LIMESTONE with clay seams and — layers Gray LIMESTONE —10— 15 —20 —25 30— TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0 -' U Of x° CO o� ��_ o ° Ha d Z 2.75 0.9 92 18 1.75 41 2.25 29 65 21 44 0.0 6.0 100/ 3" 8.0 100/ 1.50" 100/ 1" 100/ 0.50" 100/ 0.50" 100/ 30.0 , 0.50" 5058 Brush Creek Rd. BORING NO.: 22 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan CLAY with limestone fragments Tan LIMESTONE with clay seams and — layers Gray LIMESTONE 10 15 _20_ 25 _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d ZCU 4.0 26 2.5 17 4.0 5.0 0.5 19 100/ 1.50" 7.0 100/ 1" 100/ 1.50" 100/ 0.50" 100/ 0.50" 100/ 30.0 , 1 " 5058 Brush Creek Rd. BORING NO.: 23 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and — limestone fragments 5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE _15_ 20 _25_ _30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N a N 0 -' U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d ZCU 3.5 25 58 21 37 3.0 2.5 18 32 16 16 4.0 i 1 2", 9.0 L 100/ 1" 100/ 1.50" 12" 100/ 1" 30.0 , 100/ 1.50' �10 U E 5058 Brush Creek Rd. BORING NO.: 24 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE Drilling (ft): DRY oZAfter 7After Hours (ft): O MATERIAL DESCRIPTION Dark Brown CLAY _ 2.0 Brown CLAY with sand and limestone fragments _5 Tan LIMESTONE with clay seams and layers 10 Gray LIMESTONE 15 20 _25 _30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x ��_ �_ o o J d (n Ha a- Z 2.0 26 3.25 21 5.0 4.5+ 8 100/ 2.50" 12.0 100/ 2" 100/ 1" 100/ 0.50" 100/ 1" 100/ 30.0 FL1 " 5058 Brush Creek Rd. BORING NO.: 25 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with limestone fragments and sand 5 Tan LIMESTONE with clay seams Gray LIMESTONE _10_ 15 _20 _25 30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0 -' U Of x° CO o� ��_ o ° Ha d Z 2.5 29 2.0 2.0 0.7 90 21 53 19 34 4.0 100/ 1" 8.0 100/ 1.50" 100/ 1" 100/ 1" 100/ 0.50" 100/ 30.0 , 0.50" Client: Project: Start Date: Drilling Method: 5058 Brush Creek Rd. BORING NO.: 26 Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 TM Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous nodules and limestone fragments _5 j Tan LIMESTONE with clay seams 10 Gray LIMESTONE 15 20 _25 30_ TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x ��_ �_ o o J d (n Ha a- Z 4.5 18 43 19 24 2.0 4.0 1.5 104 18 2.0 16 36 17 19 6.0 100/ 1.50" 10 100/ 8 1.50" 12.0 100/ 1.50" 00/ 1..5050 " 100/ 1.50" 30.0 , 100/ 1.50' 5058 Brush Creek Rd. BORING NO.: 27 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with limestone fragments at 4' 5 Tan LIMESTONE Gray LIMESTONE 10 _15_ 20 25 30 TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N a N 0 -' U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 1.25 0.6 82 32 62 22 40 2.0 2.25 21 49 18 31 0.0 4.0 100/ 3" 6.0 100/ 1.50" 100/ 1" 100/ 0.50" 100/ 0.50" 30.0 , 100/ 0.50' 5058 Brush Creek Rd. BORING NO.: 28 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY —5 j Tan CLAY with calcareous deposits and limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE 10 Tan CLAY Gray LIMESTONE 15 20 —25 _30— TEST BORING TERMINATED AT 30 FT Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 1.0 1.1 83 36 73 24 49 1.5 1.3 91 30 69 23 46 5.0 6.0 100/ 2.50" 8.0 100/ 1.50" 11.0 12.0 kL 100/ 1" 100/ 1" 100/ 0.50" 30.0 , 100/ 0.50' 5058 Brush Creek Rd. BORING NO.: 29 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas Project: BJ's Wholesale Club Surface Elevation: Start Date: 1/21/2024 End Date: 1/21/2024 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): GROUND WATER OBSERVATIONS -6•E 2 E— t m �7 On Rods (ft): NONE T N U� > r.� �ff j (D E E C c Q a ZAfter Drilling (ft): DRY o o 3 Y(D o o -0s a, s cn o, m o > w Q c v -o a, m After Hours (ft): a " 0Z a aN o" � o (!) Q Ur Cz X CO O o O Z J Il d- a- MATERIAL DESCRIPTION Dark Brown CLAY 3.5 36 — 2.0 1.4 91 29 68 22 46 0.0 4.0 _ — 5 2/0 Tan CLAY with calcareous deposits and limestone fragments 4.5+ 16 6.0 _ Tan LIMESTONE with clay seams and 100/ — layers 1.50" 100/ 6L 10 10.0 1.50" TEST BORING TERMINATED AT 10 FT 15 20 25 30 5058 Brush Creek Rd. BORING NO.: 30 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and — limestone fragments 5 � Tan LIMESTONE with clay seams and — layers 10 Gray LIMESTONE TEST BORING TERMINATED AT 10 FT 15 20 25 30 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0 -' U Of x° CO o� ��_ o ° Ha d Z 2.75 25 3.0 1.25 23 1.5 26 64 21 43 5.0 100/ 1.50" 9.0 100/ 10.0 L 0.50" 5058 Brush Creek Rd. BORING NO.: 31 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas Project: BJ's Wholesale Club Surface Elevation: Start Date: 1/21/2024 End Date: 1/21/2024 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY _ 5 Tan CLAY with calcareous deposits and limestone fragments Tan LIMESTONE 10 Gray LIMESTONE TEST BORING TERMINATED AT 10 FT 15 20 25 30 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 4.0 6.0 100/ 3" 9.0 100/ 10.0 1" 1.25 32 2.25 1.0 79 31 45 18 27 0.0 3.0 16 32 16 16 5058 Brush Creek Rd. BORING NO.: 32 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with calcareous deposits and limestone fragments 5 Tan LIMESTONE with clay seams Gray LIMESTONE 10 TEST BORING TERMINATED AT 10 FT 15 20 25 30 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 2.25 25 2.0 4.0 1.0 18 31 14 17 0.0 100/ 1" 7.0 100/ 10.0 , 1.50" 5058 Brush Creek Rd. BORING NO.: 33 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: GROUND WATER OBSERVATIONS 0) K70n Rods (ft): NONE ZAfter Drilling (ft): DRY o 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan LIMESTONE with clay seams and — layers Tan LIMESTONE 10 Gray LIMESTONE _15_ _20 TEST BORING TERMINATED AT 20 FT 25 30 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x E U oz 0_ 9 C N aN 0— U Cz x° CO o� ��_ o ° ° J Ha d Z 2.25 0.6 77 34 2.0 34 71 24 47 5.0 2.75 1.2 93 26 69 22 47 100/ 2" 8.0 9.0 00/ 1" 100/ 0.50" 100/ 20.0 FL0.50' 5058 Brush Creek Rd. BORING NO.: 34 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/21/2024 End Date: 1/21/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY 5 Tan CLAY with calcareous deposits and limestone fragments 10 TEST BORING TERMINATED AT 10 FT 15 20 25 30 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N a N 0 -' U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 3.5 1.1 83 34 2.25 31 69 22 47 0.0 5.0 3.25 18 3.25 18 4.0 21 47 19 28 4.5 19 10.0 5058 Brush Creek Rd. BORING NO.: 35 �10 TM Fort Worth, Texas 76119 Sheet 1 of 1 Phone: 817-496-5600 U E Fax: 817-496-5608 PROJECT NO.: W240092 Formerly Alpha Testing www.alphatesting.com Client: Project: Start Date: Drilling Method: BJ's Wholesale Club, Inc. Location: Fort Worth, Texas BJ's Wholesale Club Surface Elevation: 1/20/2024 End Date: 1/20/2024 West: CONTINUOUS FLIGHT AUGER North: 0) GROUND WATER OBSERVATIONS K70n Rods (ft): NONE o ZAfter Drilling (ft): DRY 7After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY with limestone fragments — 5 Tan SANDY CLAY with calcareous deposits and limestone fragments Tan LIMESTONE with clay seams and layers 10 15 TEST BORING TERMINATED AT 15 FT 20 25 30 Hammer Drop (lbs / in): 140 / 30 o.S a E ° I o _ x > ha E U� oz 0_ 9 C N aN 0— U ._° 3 Cz CDOf x° ° o� ��_ o ° ° J o ° (n Ha d Z 2.5 2.5 4.0 4.5+ 7.0 4.0 62 100/ 1.50" 15.0 100/ , 1" 21 29 72 23 49 0.7 20 17 35 17 18 Wo KEY TO SOIL SYMBOLS E S TM AND CLASSIFICATIONS Formerly Alpha Testing SOIL & ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) ® (CH), High Plasticity CLAY VERY LOOSE 0 TO 4 ® (CL), Low Plasticity CLAY LOOSE 5 TO 10 MEDIUM 11 TO 30 (SC), CLAYEY SAND DENSE 31 TO 50 VERY DENSE OVER 50 (SP), Poorly Graded SAND (SW), Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsfl (SM), SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 IN(ML), SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH), Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 19 LIMESTONE RELATIVE DEGREE OF PLASTICITY (PI) ® SHALE / MARL LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 o (GP), Poorly Graded GRAVEL VERY HIGH OVER 35 (GW), Well Graded GRAVEL ® (GC), CLAYEY GRAVEL RELATIVE PROPORTIONS (%) W (GM), SILTY GRAVEL n(OL), ORGANIC SILT TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 (OH), ORGANIC CLAY AND 36 TO 50 1♦ S SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION (DIAMETER) ■SHELBY TUBE (3" OD except where BOULDERS 8.0" OR LARGER noted otherwise) COBBLES 3.0" TO 8.0" SPLIT SPOON (2" OD except where COARSE GRAVEL 0.75' TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" ® AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm ❑ TEXAS CONE PENETRATION MEDIUM SAND FINE SAND 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm ❑SILT ROCK CORE (2" ID except where CLAY 0.002 mm TO 0.07 mm LESS THAN 0.002 mm noted otherwise) FORT ORUL CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 6/30/2025 Illrrrrr Attention: Mix Designs do not sui2ersede CFW Si2ecifications IIIIIIIIII Spec No. Classification Manufacturer Mix 11) Mix l)—ription Design strength'a 28,1.1, s DesignApproval Concrete Class A (S dewalk, ADA Ramps, Driveways, Curb/Gutter, Median Pavement) 9/9/2022 32 13 20 Mix Desp American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 20 Mix Design Big Town Concrete 2211 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix DesP Bumco Texas 30U101AG 3000 psi 3-5" Slump; 3-6% Air 4/1/2024 32 13 20 Mix Design Borneo Texas 30U500BG 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desp Carder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desl1F Carder Concrete FWCC502021 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Des1P Chisholm Trail Redi Mix C 13020AE 3000 psi 3-5" Slump; 4.5-7.5% Air 4/28/2025 32 13 20 Mix Desl1F Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Des1P City Concrete Company 30HA20II 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desl1F Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Des1P Cow Town Redi Mix 250 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Des11F Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 20 Mix Des1P Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Des11F He an - SOR, Inc. 1261 3000 psi 3-5" Slump; 3-6% Air 9/23/2024 32 13 20 Mix Des1P Holcim - SOR, Inc. 5177 3000 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 20 Mix Desli p Holum - SOR, Inc. 530WA-TI 3000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Des Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desli p Martin Marietta R2136214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Deswon Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6% Air 4/l/2023 32 13 20 Mix Desp Martin Marietta R2136N14 3000 psi 3-5" Slump; 3-6% Air 6/l/2023 32 13 20 Mix Design Martin Marietta R2136R20 3000 psi 3-5" Slump; 3-6% Air 6/l/2023 32 13 20 Mix Desp Martin Marietta R2136N20 3000 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 20 Mix Design Martin Marietta R2141K24 4000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Desp Martin Marietta R2136KI4 3000 psi 3-5" Slump; 3-6% AQ 9/9/2022 32 13 20 Mix Design Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desp Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump; 4.5-7.5% Air 5/9/2025 32 13 20 Mix Desp Martin Marietta R2136R14 3000 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 20 Mix Desp NBR Ready Mix CLS A -NY 3000 psi 3-5" Slump; 3-6% Air 7/10/2023 32 13 20 Mix Design Dab— 3OA50MR 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 20 Mix Desp Rapid Redi Mix RRM5020A 3000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 20 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 20 Mix Desp SRM Concrete 30850 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 20 Mix Design SRM Concrete 30350 3000 psi 3-5" Slump; 3-6% Air 10/18/2024 32 13 20 Mix Desp SRM Concrete 30050 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desp Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Desp Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Titan Ready Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6% Air Class CIP "Inlets, Manholes, Junction Boxes, Encasement, Blocldn�, Collars, (Spread Footing Pedestal Pole Foundations (Reference Detail 34 41 10-D605A) 9/9/2022 3213 13 : Mix Des tt American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3% Air 9/9/2022 3213 13 : Mix Design Borneo Texas 40U500BG 4000 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 : Mix Desp Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Desp Chisholm Trail Redi Mix CTF W6020A 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air 5/7/2025 3213 13 Mix Design Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6% Air 2/7/2025 3213 13 Mix Desp Holcim - SOR, Inc. 1701 4000 psi 3-5" Slump; 3-6% Air 2/7/2025 3213 13 Mix Design Holcim- SOR, hic. 1551 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Holchn - SOR, Inc. 5409 4000 psi 3-5" Slump; 3-6% Air 4/27/2023 3213 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Martin Marietta R2141230 4000 psi 3-5" Slump; 3-6% Air 8/4/2023 3213 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5" Slump; 3-6% Air Page 1 of 6 FORT ORUL CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 6/30/2025 s Illrrrrr Attention: Mix Designs do not supersede CFW S ecifications 11 MIM Spec No. Classification Manufacturer Nli, 11) Nli, D—ription Design strength'a 28,1.1, s DesignApproval ...Concrete (Continues) 11/20/2023 32 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 3213 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2142233 3600 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 3213 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 3213 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air 9/12/2023 3213 13 Mix Design NBR Ready Mix CLS PI-YY 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 3213 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 3213 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 3213 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 3213 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air 9/16/2024 3213 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 4/28/2025 3213 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 3213 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6% Air Class C (Drilled Shaft for Traffic Signal Pole Foundations teference Detail 314 10-D605) 9/9/2022 3213 13 Mix Design Bumco Texas 36U500BG 3600 psi 5.5-7.5" Slump; 3-6% Air 6/21/2023 3213 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" Slump; 3-6% Air 10/30/2024 3213 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slump; 3-6% Air 12/5/2022 3213 13 Mix Design Holchn - SOR, Inc. 1822 3600 psi 5.5-7.5" Slump; 0-3% Air 9/9/2022 3213 13 Mix Design Holcim - SOR, Inc. 1859 4000 psi 5.5-7.5" Slump; 3-6% Air 4/7/2023 3213 13 Mix Design Liquid Stone C361DHR 3600 psi 5.5-7.5" Slump; 3-6% Air 6/27/2023 3213 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6% Air 6/27/2023 3213 13 Mix Design Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air 5/9/2025 2 13 13 Mix Design Martin Marietta U2146R41 3600 psi 5-7" Slump; 3-6% Air 8/22/2024 3213 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Slump; 3-6% Air 8/22/2024 32 13 13 Mix Design NBR Ready Mix 135KO524 3600 psi 5.5" Slump; 3-6% Air Class C (Headwalls, Wing wills, Culverts) 9/9/2022 3213 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 260-2 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 260-1 3600 psi 3-5" Slump; 3-6% Air 1/29/2024 3213 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp GCH Concrete Services GCH4000 4000 psi 3-5" Slump; 3-6% Air 4/l/2023 3213 13 Mix Design Martin Marietta 310LBP 3600 psi 3-5" Slump; 4-7% Air 8/30/2023 3213 13 Mix Desp Martin Marietta R2141R30 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp SRM Concrete 40050 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design SRM Concrete 35022 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6% Air Class P (A achine Placed Pav ng) 4/3/2025 3213 13 Mix Desp Bw Town Concrete 4511 3600 psi 1-3" Slump; 3-6% Air 4/3/2025 3213 13 Mix Design Big Town Concrete 4411 3600 psi 1-3" Slump; 3-6% Air 6/30/2025 3213 13 Mix Desp Bw Town Concrete 5211 With 20% Fly Ash 4000 psi 1-Y Slump; 3-6% Air 6/30/2025 3013 13 Mix Design Big Town Concrete 52113 With 30% slag 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 3013 13 Mix Desp Big Town Concrete 5311 4000 psi 1-3' Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Carder Concrete FWCC602091 4000 psi 1-Y Slump; 3-6% Air 9/9/2022 3213 13 Mix Design City Concrete Company 36LA2011 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 33 13 13 Mix Desp Cow Town Redi Mix 257-M 3600 psi 1-3" Slump; 3-6% Air 11/14/2022 3213 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Cow Town Redi Mix 260-M 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slump; 3-6% Air 2/6/2024 3213 13 Mix Desp Estrada Ready�Mix TD3655AEWR 3600 psi 1-Y Slump; 3-6% Air 5/20/2025 3213 13 Mix Design Gilco Contracting hrc 36MP1643 3600 psi 1-3" Slump; 3-6% Air 6/20/2025 3213 13 Mix Design Gilco Contracting htc 36MP1629 3600 psi 1-Y Slump; 3-6% Air 5/12/2025 3213 13 Mix Design Holcim - SOR, Inc. 1703 4000 psi 1-3" Slump; 3-6% Air 8/4/2023 3213 13 Mix Design Martin Marietta Q214IR27 4000 psi 1-3" Slump; 3-6% Air 11/2/2022 3213 13 Mix Design Martin Marietta Q214IK30 4000 psi 1-3" Slump; 3-6% Air Page 2 of 6 FORT ORUL CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 6/30/2025 s !!liar! Attention: Mix Designs do not supersede CFW S ecifications 1111A1111 Spec No. Classification Manufacturer Nli, 11) Nli, D—ription Design strcrigtli'a 28dal, s DesignApproval ...Concrete (Continues) 5/5/2025 32 13 13 Mix Design Martin Marietta Q214IN27 4000 psi 1-3" Slump; 3-6% Air 10/4/2023 3213 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 3600 psi 1-3" Slump; 3-6% Air 10/24/2024 3213 13 Mix Design SRM Concrete 40068 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6% Air 9/16/2024 3213 13 Mix Design SRM Concrete 40025 4000 psi 1-3" Slump; 3-6% Air 10/18/2024 3213 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air 6/5/2025 3213 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW5520AMP 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5% Air 9/9/2022 3213 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5% Air 6/17/2025 3213 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air 6/23/2025 3213 13 Mix Design True Grit Redi Mix 360.230M 4000 psi 1-3" Slump; 3-6% Air Class H (E and Placed Paving, Valley Gutter) 9/9/2022 3213 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6% Air 5/2/2023 3213 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 3213 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 3213 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 3213 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Burneo Texas 45U500BG 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5" Slump; 3-6% Air 4/28/2025 3213 13 Mix Design Chisholm Trail Redi Mix CTFW6520A 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design City Concrete Company 45NA20II 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 3213 13 Mix Design Estrada Ready Mix R4560AEWR/ 4500 psi 3-5" Slump; 4-6% Air 9/9/2022 3213 13 Mix Design GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air 5/20/2025 3213 13 Mix Design Gilco Contracting Inc 45HP1643 4500 psi 3-5" Slump; 3-6%Air 6/20/2025 3213 13 Mix Design Gilco Contracting Inc 45HP1629 4500 psi 3-5" Slump; 3-6%Air 10/4/2024 3213 13 Mix Design Holcim - SOR, Inc. 5507 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Helena - SOR, Inc. 1851 4500 psi 3-5" Slump; 3-6% Air 5/8/2025 3213 13 Mix Design Holcim - SOR, Inc. 545WA-TI 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 3213 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6%Air 11/2/2022 3213 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6% Air 8/4/2023 3213 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6% Air 11/2/2022 3213 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slump; 3-6% Air 5/22/2023 3213 13 Mix Desp Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 3213 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 3213 13 Mix Desp Martin Marietta R2146K44 4500 psi 3-5" Slump; 3-6% Air 11/15/2022 3213 13 Mix Design Martin Marietta R21461`36 4500 psi 3-5" Slump; 3-6% Air 11/15/2022 3213 13 Mix Desp Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 3213 13 Mix Desp Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Martin Marietta R2146042 4500 psi 3-5" Slump; 3-6% Air 6/3/2025 3213 13 Mix Desp Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air 10/4/2023 3213 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air 10/4/2023 3213 13 Mix Desp NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6% Air 7/10/2023 3213 13 Mix Design Osbum 45A60MR 4500 psi 3-5" Slump; 3-6% Air 1/24/2023 3213 13 Mix Desp Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6% Air 2/7/2025 3213 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air 5/23/2025 3213 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 3213 13 Mix Desp SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 3213 13 Mix Design SRM Concrete 45850 4500 psi 3-5" Slump; 3-6% Air 10/18/2024 3213 13 Mix Desp SRM Concrete 45050 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Desp True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air 9/9/2022 3213 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air 6/12/2025 3213 13 Mix Design True Grit Redi Mix 465.230H 4500 psi 3-5" Slump: 3-6% Air 6/23/2025 3213 13 Mix Design True Grit Redi Mix 365.230H 4500 psi 3-5" Slump: 3-6% Air 10/9/2024 3213 13 Mix Design Wildcatter 4520AI 4500 psi 3-5" Slump; 3-6% Air Page 3 of 6 FORTWORTH., CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 6/30/2025 !!!!!!!! Attention; Mix Designs do not sui2ersede CFW S ecifications !!!!!!!!!! Spec No. C11—iti'ation Manufacturer Nli, 11) Nli, l)—ription Design Strength if, 28 da� s DesignApproval Class HES (High Early Stren^th Paving) 9/9/2022 3213 13 Mix DesP Big D Concrete 14500AE 4500 psi 3-5" Slump; 3-6 % Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 370-INC 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix DesP Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air 1/18/2023 3213 13 Mix DesP Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 3213 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi (a) 3 days 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Holcim - SOR, Inc. 2125 5000 psi 3-5" Slump; 3-6% Air ...Concrete �Confinues) 1/24/2023 3213 13 Mix Design Liquid Stone C451DHR-A 4500 psi 3-5" Slump; 3-6% Air 4/7/2023 3213 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi (a, 24hr. 3-5" Slump; 3-6% Air 2/10/2023 3213 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slump; 3-6% Air 2/7/2025 3213 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi (a) 3 days 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi P 3 days 3-5" Slump; 3-6% Air Class S (Bridle Slabs, Top SI-tbs of Direct Traffic Culverts, Approach Slabs) 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 3213 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air 1/29/2024 3213 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6" Slump; 3-6% Air 5/3/2023 3213 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5% Air 4/l/2023 3213 13 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 3213 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 3213 13 Mix Design NBR Ready Mix TX S-YY 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 3213 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 3213 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 5/5/2023 3213 13 Mix Design SRM Concrete D100008553CB 4000 psi 3-5" Slump; 3-6% Air Concrete Base Trench Repair 4/1/2023 03 34 16 1033416 (Mix Design IBumco Texas IOYH50BF I 1000 psi (Flowable; 8.5-11.5%Air 9/9/2022 03 34 16 Mix Design Bumco Texas 08Y450BA 800 psi 5-7" Slump; 3-6% Air Controlled Low Strength Ma'erial (Flowable Fill) 2/7/2025 03 34 13 Mix Design Bumco Texas OIY690BF 100 psi Flowable; 9.5-11.5% Air 5/19/2025 03 34 13 Mix Design Borneo Texas OIZ180AF 100 psi Flowable; 9.5-11.5%Air 9/9/2022 03 34 13 Mix Design Carder Concrete FWCC359101 50-150 psi 3-5" Slump; 8-12% Air 9/9/2022 03 34 13 Mix Design Carder Concrete FWFF237501 50-150 psi Flowable; 8.5-11.5% Air 9/9/2022 03 34 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12%Air 9/9/2022 03 34 13 Mix Desp Cow Town Redi Mix Mix# 9 70 psi 7-9" Slump; 8-11 % Air 5/12/2025 03 34 13 Mix Design Holcirn - SOR, Inc. 3741 100 psi Flowable; 12.0-24.0% Air 10/4/2023 03 34 13 Mix Desp NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air 2/7/2025 03 34 13 Mix Design SRM Concrete 910 150 psi Flowable; 8-12% Air 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable; 8-12%Air Concrete Rip Rap 4/l/2023 I31 37 00 (Mix Design (Martin Marietta R2141030 I 4000 psi I3-5" Slump; 3-6%Air 4/l/2023 31 37 00 Mix Design Martin Marietta R2146033 4000 psi 3-5" Slump; 3-6% Air AShalt Paving 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base 9/9/2022 321216 Mix Desp Austin Asphalt FTIIB139965 FT1B139965 PG64-22 Type B Fine Base 9/9/2022 321216 Mix Design Austin Asphalt FT1B117.2 FTIB 117.2 PG64-22 Type B Fine Base 5/l/2024 32 12 16 Mix Desp Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Desp Reynolds Asphalt 1612B 1612B PG64-22 Type B Fine Base 4/4/2025 32 12 16 Mix Design Reynolds Asphalt 2315B 2315B PG64-22 Type B Fine Base 12/5/2022 33 1216 Mix Desp Supmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Surmount Paving 341-BRAP6422ERG 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Desp TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Desp TXBIT 211305 (1757) 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface 4/l/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface Detectable Warning Surface 9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 13 20 DWS - Composite Armor Tile 9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers Page 4 of 6 FORT ORUL. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 6/30/2025 !!!!!!!! Attention, Mix Designs do not supersede CFW S ecifications 11111!!111 Approval Spec No. Classification Manufacturer Nli, 11) Nli, D—ription 1 Design Silicone Joint Sealant 9/9/2022 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Si a Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Tremco 900SL 900SL - Cold Applied, Sing a Component, Silicone Joint Sealant ASTM D5893 9/9/2022 �32 32 13 73 Joint Sealant Pecom 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Crafco RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 3305 lb Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Cova Neenah Foundry NF-1743-LM (Hinged) NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 NF-1930-30 (Size - 32.25" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Cova Neenah Foundry R-1743-HV R-1743-HV (Size - 32" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Cov SIP Industries ++ 2279ST 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Cov.SIP Industries ++ 2280ST 2280ST (Size - 32" Dial ASTM A48 AASHTO M306 10/8/2020 3305 13 Manhole Frames and Cov/EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A EJ 1033 Z2/A (Size - 32.25" Dial ASTM A536 AASHTO M306 3/8/2024 3305 13 Curb Inlet Covers SIP Industries ++ 2296T 2296T (Size - ***24" Dial ASTM A48 AASHTO M306 6/18/2024 3305 13 Curb Inlet Covers SIP Industries ++ 2279STN 2279STN (Size - 24" Dia.) ASTM A48 AASHTO M306 **Note: All new development and new installation manhole 4hds shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Fontera FRT-100-405-PRECAST** (Size - 10' X 3) ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-lOx3-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-l0x4.5-407-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6') ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson PFe Group TPG-I OX3-405-PRECAST INLET** ((Size - 110' X 3') ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3') ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson PFe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG4X4-409-PRECAST BASE (Size - 4' X 41 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-41O-PRECAST BASE (Size - 5' X 5� ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 61 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG-7X7-411-PRECAST TOP (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - TX 7') ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 39 20 Manhole Thompson PFe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 81 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson PFe Group TPG4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5') ASTM 615 3/19/2021 33 49 20 DroQQ Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6') ASTM 615 8/28/2023 33 49 10 Marilrole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 41 ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 81 ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4') ASTM C433 Page 5 of 6 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 6/30/2025 ....Storm Sewer - Inlet & Structures Continues 8/28/2023 33 39 20 Curb Inlet 10'x 3' Riser Thompson Ppe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thotrfson Pipe Groin Q Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 41) ASTM C913 1/12/2024 33 49 20 Droe Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5') ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of 6' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the top of RCB) ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 100 Precast** (Size 10' x 3') ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 150 Precast** (Size 15' x 3) ASTM C913 --Note: Pre -cast inlets are approved for the stage l portion of he structure (basin) only. Stage II pardon al the structure are required to be cast in place. No exceptions to this requirement shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 3341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Stoma Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 8/28/2023 3341 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 8/28/2023 3341 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 10/12/2023 3341 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/12/2023 3441 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various)) ASTM C1433,C1577 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/18/2023 3341 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM C1433,C1577 4/12/2024 3341 10 Storm Drain Pipes Thompson Pipe Group Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various) ASTM C76, C506 6/25/2024 3341 10 Culvert Box Oldcastle Reinforced Concrete Box Culvert ASTM C1433,C1577 6/25/2024 3341 10 Storm Drain Pipes Oldcastle Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various) ASTM C76, C506 Revision Comments (1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (4-3-2025) Bigtown Concrete updated Mix ID's (4-5-2025) 03 34 13 CLSM specification Page 6 of 6 CFW Lighting Approved Products List CFW Product Name Manufacturer I Manufacturer Product Name & Description Residential -Standard MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Type 11 Pole Makers Sales and Marketing, LLC Black DB01373(page 1 of 6)-Shoe Base Pole Type 11, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black Type 33B Arm Valmont Industries, Inc D1301373(page 4 of 6)-Single Arm Type 33B, Galvanized American Electric Lighting, ATBO-P101-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325607 American Electric Lighting, ATBO-P101-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325606 Residential Luminaire American Electric Lighting, ATBO-P101-Mvolt-R2-3K-BK- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325609 American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc D1301373(page 6 of 6)-Wood Pole Arm, Galvanized Arterial -Standard MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Type 18 Pole Makers Sales and Marketing, LLC Black DB01373(page 2 of 6)-Shoe Base Pole Type 18, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black Type 33A Arm Valmont Industries, Inc D1301373(page 3 of 6)-Single Arm Type 33A, Galvanized American Electric Lighting, ATBO-P303-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322792 American Electric Lighting, ATBO-P303-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322794 Arterial Luminaire American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322793 Acuity Brands Lighting, Inc. American Electric Lighting, ATBO-P303-Mvolt-R4-3K-BK- M P-N L-P7-AO-RFD322795 McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 5 of 6)-Wood Pole Arm, Galvanized Decorative -Pedestrian Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4 Washington 10' Pole Acuity Brands Lighting, Inc. RFD110736 Holophane, CLA14FT J20DMODC03BK RFD325026, AB- Washington 14' Pole Acuity Brands Lighting, Inc. 16-4 SPEC RFD325026 Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 Washington Luminaire Acuity Brands Lighting, Inc. FRGL RFD338699 Washington Globe Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 Luminaire Acuity Brands Lighting, Inc. AO RFD-315548 Oleander Type A Pole Acuity Brands Lighting, Inc. Holophane, PDA 12S5L20POBBK-MOD Oleander Type B Pole Acuity Brands Lighting, Inc. Holophane, PDA20S5L20P08BK-MOD Oleander Type B Arm Acuity Brands Lighting, Inc. Holophane, OHC 151N 2A TN BK Holophane, AUCL2 P40 30K AS BK L3 N P7 AO Oleander Luminaire Acuity Brands Lighting, Inc. RFD338741 Berry 12' Pole Acuity Brands Lighting, Inc. Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400 Berry 20' Pole Acuity Brands Lighting, Inc. Holophane, PD20S5J20P11BK RFD338816 Berry Arm Acuity Brands Lighting, Inc. Holophane, VLC 271N 1A TN QSM BK Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 Berry Luminaire Acuity Brands Lighting, Inc. AO SH Banner Arms Acuity Brands Lighting, Inc. Holophane, BA-241N-2A-CO-S4J-BL-075P-BK System Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 Cantex Inc. specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10' Lengths and 20' lengths Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC-2 and Heritage Plastics NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather Conduit Resistant PVC Rigid Schedule 80 Conduit, Conforms to UL 651 Atkore-Heritage Plastics and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Prime Conduit, Inc Heavy Wall EPC-80, Sunlight resistant, Rated for use with 90°C conductors, Meets UL651 Splice Kit With Connector NSi Industries, LLC Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK Series Copper Wire/Conductor Southwire Encore Wire Encore Wire Service Wire Co Advanced Digital Cable Inc Aluminum Wire -Triplex Priority Wire & Cable, Inc Fuse & Fuse Holder Edison Edison Cooper EATON EATON Connector Thomas & Betts Metered Pedestal 120-240V Electrol Systems, Inc WE Manufacturing & Controls Metered Pedestal 240- Electrol Systems, Inc 480V WE Manufacturing & Controls Ground Box Kearneys Photocell Shorting Caps MacLean Highline Oldcastle Type XHHW-2 copper conductor, 600V TYPE XHHW-2 / RW90, copper conductor, Superslick Elite, 600V/1000V THHN / MTW / THWN-2 Copper conductor, 600V Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT Rated XHHW-2 Low Smoke Halogen Free, Cross -linked Polyethylene Insulated 14 AWG-750 MCM, 600 Volts, 90°C Dry and wet Triplex Overhead Aluminum Conductor General Purpose, Midget Class MEN Fuses, Voltage Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Modular Ferrule Fuse Blocks for Midget Class and CC Fuses In -line fuse holders for Single -Pole 13/32" x 1 1/2" Fuses HEB-AA Bussmann Series, HEB breakaway and non -breakaway in -line fuse holders for UL 13/32" x 1- 1/2"supplemental fuses Bussmann Series, FNM 13/32" x 1-1/2" 250Vac time - delay supplemental fuses Wire Joints for Copper Conductor, Cat No: 54615, 54620, 54625-TB, 54635, 54640, 54630 TY A (120/240) 100(NS)AL(E)PS(U) TY A 120/240 100(NS)AL(E)PS(U) TY A (240/480) 100(NS)AL(E)PS(U) TY A 240/480 100(NS)AL(E)PS(U) Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, 500lbs Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 - TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N Series Dark To Light, DLL Elite, Electronic Locking, Type Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480 Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U Interim Products Residential Luminaire ITRASTAR INC. PRA-STR25-3K-120-3-GR-SCL RA-STR10A-3K-120-3-GR-SCL Arterial Luminaire TRASTAR INC.