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064898-PM1 - Construction-Related - Contract - Texas Leather Interiors and Spartan Site Construction
CSC No. 64898-PMI FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SEWER IMPROVEMENTS Texas Leather IPRC Record No. IPRC25-0118 City Project No. 106408 FID No. 30114-0200431-106408-EO7685 File No. X FILE No. X-28690 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth Claymoore Engineering, Inc. Firm #14199 3231 Harwood Drive Beford, TX 76021 J=P�F OF rE.4Sll CLAY CRISPY v 109800 I�n/CENSER 4 �5 Z% 111912026 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDEDPROJECTS Division 00 -General Conditions Page 1 of 6 Last Revised 0011 131 In itation to Bidders 031vaz0/ 020 002113Insti-defiens03,20/2020 00 41 00 Bid FeFm nn 1n 4 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Ben 04/02QO14 0045 41 Bidders Pr-e ,,. lifi ..,&)n's 04/02,Q014 0045 12 Prequalification Statement 09/01/2015 nn 45 13Bidder-03 09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 004540 44nef4y Business EpAe-. rise Goal 09/21,12019 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 0062 19 Maintenance Bond 01/31/2012 007300 n�tn�ii 0073 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01-General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 2500 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 � 013120 07O i�n11 �z 01 3233 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 015526 � Stfee� Use no,. it an r,redifie �; �s to rr..a ffi , r �tfe 07101 201 1 �z 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 7123 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents None Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httli://fortworthtexas.gov/tl2w/contractors/ or https://apps.fortworthtexas.gov/Prof ectResources/ Division 02-Existing Conditions Last Revised 9241 13 solo tiye S e Demolition- 12404012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 m mono Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 �z Division 26 - Electrical Division 31 - Earthwork 31 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 312323 BOFFO Q_ ice, Q�13 31�0 Embankments 01 io 4�/213 31 25 00Erro7_sion and Sediment Control 12/20/2012 313600 tli Mons 12/20/2012 3 1� D ; r.V 1r2a.NI/N 12 CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Division 32 - Exterior Improvements 32 nl i 7 nor,.,,,ne Asphalt -Payi ,� uo,...,:r 12QQ/2012 �z 3201 18 12 20Mnl2 12i�12 27�9 Lime Tr-ea4e l Base Getffi2 0/20P 32 1133 Cement Treated Base Go 12/20/2012 32 1137 Liquid Tr-ea4ed Soil Stabilizer- nei5 12/20 1" 171 �7xz40/2012 32 1320 n 0201 Q �6/05/� 32 1373 1240Mn17 �--�� zz-raorzmz 3'�6 1 Mom, n�i 3216 13andandGtffb1 0 /05 /201 6 " 1142/2013 32 1725 ram,,,-b Address ress na�:'.b+"ing 11 /nnMn13 �rzv �z 3232 3 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 Division 33 - Utilities 330130 Sewer and Manhole Testing 12/20/2012 33} 3/11 Closed Circuit Television (CCTV) Inspection 03/03/2016 /tl011 33Ytl QM 40Q 3304 10 joint Bending and Eleetmfiea4 1selation 12/20,242 3304 11 � !''.,,-,-esion !''e t of Tort Stations 12209012 33 nA 17 �J--vna 121 20Mn1" rc,-avraoia 33 04 30 n�7mo 1�r 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 Grade 12/20/2012 �✓-v�-Tv 33 05 16 (`.,,- e -ete W tef V, u4s- 12MNhn12 rc-avrav�z Z 1�T !",,,,.,.,-ete Gel l ar-s 1 h Mrc.rsvrivii 1'2�0 Augff -BO i 122z 22� T,,,,...oI T :.,or DI.,to 112/Mz 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 d Rmaeling l���ni�nl� 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 CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Pane 4 of 6 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 1 1 1 Z 1 2/20/2l 2 33 1 1 14Btified Steel Pipe and FittifTs12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 1220 Resilient Seated Gate Valve 12/20/2012 32�= AVAKA Rubber- SemedBtMe,-t4yV 122z 33 122l5� Connection to Existing Water Mains 02/06/2013 12 C.,.-...6.;...afie.., n;P A7R];,o A ggpmblies for- Potable Wa4e - System 1�M�z4040Q 33 1240 Fire Hydrants 01/03/2014 33 Q cnStations 12/20Qn12 3 2�o Standard .,r Blow „gVa4yo A �%� 06/lwr1942013 33 M QPlaee 12/20QO12 33�Fiber-glass 12M z 33 3 1 1 c �� 1 2 Q/�z -2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 3121 12/20/2012 Ape 33 �z Slip�z 33 �3 �z 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 3339 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 333930 Fiberglass Manholes 12QWQQ 2Z�no Wastewater- A eeess Chamber- (ALA `) 12/zzrz0QO12 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10Stofm 07nWQn11 33Polyethylene 12/204012 pe 12� Reinfer-eed Pelyet lene (SRRE P43409 32�0Subdr-ainage12/20/2012 n-7m�14 33 4602 07 nOiQn11 33 49 9 Cast i Dlaee Manholes andT,,..etio,. Boxes 12/zz20/2012 33 4920 Cufb and Pfep4nlets12QQ4012 33 nn nn �o 7/n1 0/�n11 � CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 Division Transportation w-MAWROMMIii, — -.—A - . .. - nai� mvAw"m ._ _ - • ' CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GC 4.002 Suasur-faee and PhysiealConditions GR-01 60 00 ProductRequirements END OF SECTION Page 6 of 6 CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page I of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 0241.1012 Remove 6" Water Line 0241 14 LF 2 0241.1118 4"-12" Pressure Plug 0241 14 EA 2 $300.00 $600.00 3 0241.1302 Remove 6" Water Valve 0241 14 EA 4 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 $1 000.00 $1 000.00 5 3305.0109 Trench Safety 38 05 10 LF 226 $5.00 $1 130.00 6 3305.1003 20" Casing By Open Cut 33 05 22 LF 20 $20.001 $400.00 7 3305.2002 8" Water Carrier Pipe 33 05 24 LF 20 $65.00 $1 300.00 8 3311.0001 Ductile Iron Water Fittings w/Restraint 3311 11 TON 9 3311.0141 6" Water Pipe 3311 12 LF 23 $65.00 $1 495.00 10 13311.0241 8" Water Pipe 3311 12 LF 168 $68.00 $11 424.00 11 3311.0251 8" DIP Water 3311 10 LF 35 $135.00 $4 725.00 12 3312.0001 Fire Hydrant 33 12 40 EA 1 $5 450.00 $5 450.00 13 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $4 000.00 $4 000.00 14 3312.2203 2" Water Service 33 12 10 EA 1 $5 200.00 $5 200.00 15 3312.3002 6" Gate Valve 33 12 20 EA 2 $1 625.00 $3 250.00 16 3312.3003 8" Gate Valve 33 12 20 EA 2 $2 200.00 $4 400.00 17 3312.3005 12" Gate Valve 33 12 20 LF 1 $5 250.00 $5 250.00 18 3311.0244 8" Water Pipe, CLSM Backfill 3311 10 LF 20 $10.001 $200.00 19 3311.0254 8" DIP Water, CLSM Backfill 3311 10 LF 35 $10.001 $350.00 20 21 22 23 24 25 26 27 28 29 30 31 - 32 - - -- - - 33 - -- -- - - -- -- - - --- -- 34 - -- -- - - - - 35 36 37 - - ----- ----- - - - - - -38 -- -- - ....------ - -- --- --- - - ----- - - 39 - -- - 40 - - - 41 42 - - - 43 -------------------------- ----- -- - -- --- 4- 5 1--- - - - TOTAL UNIT I: WATER IMPROVEMENTS $50,174.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 2025-001 Texas Leather -Bid Proposa1_DAP_2.x1s SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP•BIDPROPOSAL Page 2 of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT II: SANITARY SEWER IMPROVEMENTS 1 0241.1118 4"-12" Pressure Plug 0241 14 EA 1 $350.00 $350.00 2 3292.0101 Utility Service Surface Restoration Sodding 329213 SY 3 3301.0002 Post -CCTV Inspection 33 01 31 LF 149 $2.00 $298.00 4 3301.0004 Final MH-CCTV Inspection 3301 31 EA 3 $2.00 $6.00 5 3301.0101 Manhole Vacuum Testing 33 01 30 EA 3 $650.00 $1 950.00 6 3305.0109 Trench Safety 38 05 10 LF 219 $5.001 $1 095.00 7 3305.1003 20" Casing By Open Cut 35 05 22 LF 7 $25.00 $175.00 8 3305.3002 8" Sewer Carrier Pipe 35 05 24 LF 7 $60.00 $420.00 9 3331.4115 8" Sewer Pipe 3311 10 LF 170 $60.00 $10 200.00 10 3331.5743 4" Sewer Pipe, CLSM Backfill 3311 10 LF 23 $10.00 $230.00 11 3331.5747 8" Sewer Pipe, CLSM Backfill 3311 10 LF 49 $10.00 $490.00 12 3331.4119 8" DIP Sewer Pipe 3311 10 LF 49 $130.00 $6 370.00 13 3339.0004 Liner - 5' Sewer MH 3311 10 VF 10 $150.00 $1 500.00 14 3339.1001 4' Manhole 33 39 10 EA 2 $7 475.00 $14 950.00 15 3339.1102 5' Drop Manhole 33 39 10 EA 1 $2 500.00 $2 500.00 16 18 19 20 21 22 -- - --- -- - - ---- - 23 - - -- 24 25 26 27 - ----- - -- -- -- -- - -- - 28 - - - - - --- --- - 29 ---- - -- -- - - - - ---- -- -.. -- -- - --- -- -- - 30 - -- --- - - - - --- - - - 31 -- ---- - - - - -- 32 33 34 35 36 37 38 39 40 - 42 -- - - - ---- 43 44 -- - - - - - --- -- - - - - 45 - ----- --- -- TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS1 $40,534.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 2025-001 Texas Leather -Bid Proposal_DAP_2.xls SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID 00 42 43 DAP - BID PROPOSAL Page 3 of 3 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit or Bid Description Unit Price Bid Value No. Section No. Measure Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS ■ta af�A ^iM-ai inur a rI\FN lI�7:aw�1MI Ire •-ni31,53 Total Construction This Bid is submitted by the entity named below: BIDDER: BY: Dan Burzynski Spartan Site Construction 505.5 W Park Blvd. Suite 406 TITLE: 'reside Plano. T.X 751193 DA : 215/2026 Contractor agrees to complete WORT{ for FINAL ACCEPTANCE within 90 working days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION 174.00 708.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fom Version May 22.2019 2025-001 Texas. Leather —Bid Proposu1_UAP_2.xl9 SECTION 00 45 12 DAP — PREQUAL.IFICATION 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 "Maier Work Type" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paying. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration late Water l]istribution. Spartan Site Construction 4/30/2026 Development.. 8-Inch diameter and smaller Sewer Collection. Develol-.ment, Spartan Site Construction 4/30/2026 8-inch dianieter and ti111aHer CCTV", 8-inchand, smaller Spartan Site Construction Madero Engineers, Architects, 4/30/2026 Sanitary Sekk cr Manhole/Structure Interior 6/30/2026 Lining - Warren Coating &Constructors, LLC The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Spartan Site Construction SUSS West Park Blvd Plano, TX 75,093 BY: TITLE:1` DATE: % END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 00 45 12_Prequalifiation Statement 2015_DAP.docx 2 3 4 5 6 7 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 0045 26 - 1 CoN'rRACTORCOMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I SECTION 00 4526 CONTRACTOR COMPLIANCE W ITIi WORKER'S COMPENS ATIONLAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 106408. Contractor further certifies that, pursuantto Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: SPARTAN SITE CONSTRUCTION Company 5055 W. PARK BLV. Address PLANO, TX 75093 City/State/Zip TFIE STATEOF TEXAS COUN TY OF TARRANT DAN BURZYNSKI Title: OWNER (Please Print) MIMI BEFORE ME, the undersigned authority, on this day personally appeared DAN BURZYNSK) known to ne to be the person whose name i subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of SPARTAN SITE CONSTRUCTION _for the purposes and consideration therein expressed and in the capacity there instated. GIVEN UNDER MY HAND AND SEAL OF OFFICE. this C1� day of , 20-tCv Notary Public in and for the State of Texas Ed D OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DCXIIMENTS Rcyiscd April 2, 2014 Texu.% I'l they CAki 1664 005243-1 Developer Awarded Project Aprec rent Page I RT4 1 SECTION 00 5243 2 AGRF MENT 3 THIS AGREENIENT,authorized on .Jan. 23, 2026 is made by and between the Developer, 4 TEXAS LEATHER INTERIORS authorized to do business in Texas ("Developer").and 5 SP'ARTAN SITE Ct3STRU RO_N , authorized to do 6 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as E 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 tiie 'A, -hole or only apairtis 14 generally described as follows: PS Tfxu.s Leather 16 1 408 17 Article 3. CONTRACTTIME IR 3.1 Time is of the essence. 14 Al 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 ( 90 ; working days after file 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 De" eloper Awarded Projects. 25 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will stiffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10of 30 the Standard City Conditions of the Construction Contract for Developer Awarded 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in ?2 proving in a legal proceeding the actual Hass su I%red by the Developer if the Work is not 33 completed on time. Accordingly, instead ofrequiring any such proof, Contractor agrees 14 that as liquidated dainages for delay (hut not as a penalty), Contractor shall pay 35 Developer Five Hundred Dollars (S500.00) for each day that expires after the time 36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of ?" Acceptance. CITY OF FORT wORTTI 7e as leather STANDARD CONSTRUCTTON SPECIFTCA11ON DOCUMENTS — DEVELOPER AwART)Ft) PROJECTS CRV 106468 Pevised June 16, 2016 IX) .2 43 -2 Developer Awarded Pmr cct .Agreement Page 2 PA 38 Article 4. C€)NTRACTPRICE 39 Developer agrees to pay Contractor for performance ofthe Wort: in accordance with the Contract 40 Documents an amount in current funds of Ninft Thousand Seven Hundred Eight —Dollars 42 ($ 90,708.00 ). 43 Article 5. CONTRACT DOCUMENTS 44 5.1 CONTENTS: 45 A. The Contract Documents which comprise the entire agreement between Developer and 46 Contractor concerning the Work consist of the following: 47 1. ThisAgreement. 48 2. Attachments to Lois Agreement: 49 a. Bid Form (As provided by Developer) 50 1) Proposal Form (DAP Version) 51 2) Prequalifcation Statement 52 3) State and Federal documents (project specific;) 53 b. Insurance ACORD Form(s) 54 c. Payment Bond (DAP Version) 55 d, Performance Bond (DAI Version) 56 e. Maintenance Bond (DAP Version) 57 i. Power of Attorney for the Bonds 58 g. Worker's Compensation Affidavit 59 h. MBE and/or SBE Commitment Dorm (If required) 60 3. Standard City General. Conditions of the Construction Contract for Developer 61 Awarded Prnjects. 62 4. Supplementary Conditions. 63 5. Specifications specifically made a part of the Contract Documents byattachmcnt 64 or, iffnot attached, as incorporated by reference and described in the Table ud' 65 Contents of the Project's Contract Documents. 66 6. Drawings. 67 7. Addenda. 68 8. Documentation submitted by Contractor prior to Notice of Award. 69 9. The following which may be delivered or issued after the Effective Date of the 70 Agreement and, if issued, become an incorporated part of the Contract Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. letter of Final Acceptance. 75 76 C rl'Y OF FORT WORTH Texas Lecher STANDARD CONSTRUCTION SPECTFICATION DOCUMENTS—IDEVI'LOPER AWARDED PROJFCTS CAN1015408 Revised June 16, 2016 00 ;—' 4-1, Nx-cloper Awarded Pto.iect Agreement Page 3 irf4 77 Article 6. INDENINMCATI©N 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of, or alleged to arise out of, the work and services to be performed 81 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 82 under this contract. This indemnification nrnvision is sugft.°fically intended to operate 83dawatgoe� being 84 sought were caused. in whole or On ilrrl by anv act. om'ssi,--1;ygpce t>Ifthe cite, 85 This indemnity provision is intended to include, % ithout limitation,in demnity for 86 costs, expenses and legal fees incurred by the city in defending against such claims and 87 causes of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its owl) expense, 90 the city, its officers, servants and employees, from and against any and all loss, damage 91 or destruction of property of the city, arising out of, or alleged to arise out of,the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, Heeosees or invitees under this contract. This in t mnili ation 94 11j:ovision i's soecificallN intended to ogerate and he effective even alleged U 95 prnvrn that all or.ome of the dalMagv.�beln�� 4�s l�ll�llt }4'isrf' C°1 L1 _l'@t;. 1T11\' [41 fsY In l-�t- 96 hX aLIX act, omission or negljgeney of this City. 97 98 Article 7. MISCELLANEOUS 94 7.1 Terms, 100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 101 the Construction Contract for Developer Awarded projects. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the. Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the Developer. 105 7.3 Successors and Assigns. 106 Developer and Contractor each binds iIse IF, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. :09 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or III unen rorecable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding; upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the. Stateot 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas„ Fort Worth Division. CITY OF FORT WORTH 7c xas !_calher' STANDARD CONSTRUCTION SPEt:trTCATIONDOCLMIENTS-- DEVELOPER AW.-RDLDPR0Jr-(-'Ts C'I1N106408 Revised June 16, 2016 nil 52— 43 -4 Developer Awarded Pmject Agecehicni Page 4 ok 119 7.6 Authority to Sign. 120 Contractor shall attach evidence of authority to sign Agreement, if other than dilly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 124 counterparts. 125125 126 This Agreement is effective as of the last date signed by the Parties ("Effective, date"). 127127 SPARTAN SITE CONSTRUCTION sire) DAN BVRZYNSKI PAUL GONZALEZ (Printed Name) Title: OWNER Title: Company Name: SITE CONSTRUCTION Company name: TEXAS LEATHER INTERIORS Address: 5065 W.PARK BLVO. Address: 4323 N. LOOP 1604 N rm Developer: TEXAS LEATHER TORS 13 : -7(L 1gahue) ' City/State/Zip: PLAIJO, TX 75093. 1 /23/2026 128128 City/State/Zip: (Printed Name) OWNER SAN ANTONIO, TX 78249 Date 1/23/2026 CITY OF FORT WORTH Texas l.ecrrhtr STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWAR DED PROJECTI; CAN 1116-i11S Revised June lh, 2g16 1 2 3 4 5 6 7 8 9 11 12 13 14 l.i 16 17 18 WA 20 21 22 23 24 26 27 28 29 30 31 SECTION 00 62 13 PERFORMANCE BOND 006213-1 PERFORMANCEBOND Page 1 of3 Bond Number: A000139 THE STATE OF TEXAS § § KNOW ALL BY THESEPRESENTS; COUNTY OF TARRANT § That we, Spartan Site Construction , known as "Principal" herein and Lexington National Insurance Corporation , a corporate Surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Texas Leather, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Ninely Thousand Seven Hunderd Eight and no/100 Dollars ($90,708.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas forthe payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number CFA26-0040 ;and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the23rdday of January I 20-2.6-_, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as Texas Leather. NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CPIs' CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 l clyvs 1 ewher (T 1116408 00 62 13 -2 PERFORMANCEROND Page 2 of3 l PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall ie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 23rd day of January 9 920 26. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 2.5 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 ATTEST: (Principal) Secretary Witness as to Principal �C Witness asto Su1,ety Lloyd Ray Pitts Jr Dan Burzynski Owner Name and Title Address: 5055 W.Park B1vd.Suite 400 Plano Texas 75093 SURETY: Lexington National Insurance Cor-Doration BY: 1' Sift e JDrunlord.an A Pith Attorney-In-Fact-F t Name and Title Address:11426 York Road, 2nd Floor Cockeysville, Maryland 21030 Telephone Number: 469-661-0314 44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 45 from the by-laws showing that this person has authority to sign such obligation. If 46 Surety's physical address is different from its mailing address; both must be provided. 47 CITY OF FORT WORTH Iexar. Leather STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS ('f ,% 10(408 Revised January 31, 2012 0062 13 -3 PERFORMANCEBOND Page 3 of 3 Tile date of the bond shall not be prior to the date theContract is awarded. CITY OF FORT WORTH Tow.; Leather STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS ( T A" 106408 Revised January 31, 2012 006214-1 PAYMENTBOND Page I of3 SECTION 00 62 14 2 PAYMENT BOND Bond Number: A000139 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BYTHESEPRESENTS: 6 COUNTY OF TARRANT § 7 That we, Spartan Site Construction known as 8 "Principal" herein, and Lexington National Insurance Corporation a 9 corporate surety (or sureties if more than one), duly authorized to do business in the State of 10 Texan, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, Texas Leather, authorized to do business in Texas 12 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 13 sum of Ninety Thousand Seven Hunderd Eight and no/100 Dollars 14 ($ 90,708.00 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for theconstruction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA26-0040; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 23rd day of January , 20 26 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnishall 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 asTcwus Leather. 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 remainin full 30 force and effect. CITY OF FORT WORTH Texas Leather STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS c'!':1 I06408 Revised January 31, 2012 00 62 14 -2 PAYMENTBOND Page 2 oF3 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 onthis the 23rd day of 6January, 2026 7 8 9 10 11 12 13 14 ATTEST: (Principal) Secretary Witness as to Principal PRINCIPAL: Spartan Site Construction 9W Signature Name and Title Address: 5055 W.Park B1vd.Suite 400 Plano Texas 75093 SURETY: Lexington National Insurance Corporation ATTEST: BY: / Sign Jordan A Pitts, Attorney- In -Fact (Surety) Secretary Met ssa Pitts Name and Title Address: 11426 York Road, 2nd Floor oc e-mi e, ary an 1 Iies as o e L oy Ray Pitts Jr Telephone Number: 469-661-0314 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address; both mustbe provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTI©N CITY OF FORT WORTH Texas Leather STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CA I0640S Revised January 31, 2012 00 b2 14 -3 PAYMENT BOND Page 3 of3 CITY OF FORT WORTH 7'Lwas Leather STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS cpN 106408 Revised January 31, 2012 006219-1 MAINTENANCE BOND Page 1 of3 I SECTION 00 62 19 Bond Number: A000139 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESEPRESENTS: 6 COUNTY OF TARRANT § 7 That we Spartan Site Construction , known as 8 "Principal" herein and Lexington National Insurance Corporation a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State ofTexas, known as 111 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Texas i I Leather, authorized to do business in Texas ("Developer") and the City of Fort Worth, a 12 Texas municipal corporation ("City"), in the sum of 13 Nine Thousand Seven Hunderd Eight and no/J 0 Dollars ($ 20,708.00), 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and as 17 signs, 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 CFA26-0040 ; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 23rdday of Tanuary , 20 ,26 .. 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 theprosecution 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 Texas Leather; 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 Workis 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 Texa% Leather STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS C11 10640E Revised January 31, 2012 00 62 19 -2 MAINTENANCE BOND Page 2 of3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or inpart 2 upon receiving notice from the Developer and/or City of the need thereof at anytime within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 4 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely I 1 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs there of being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be fled on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 14 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH Texas fxarhrr STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS ['P:� Irlh 1r18 Revised January 31, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 23rd day of January , 20 26 ATTEST: (Principal) Secretary Witness as to Principal ATTEST: r (Surety) S cretary Me ' sa Pitts Witnes as to Arei Lloyd Ray Pitts Jr DD I7,10' i D A I Dan Burzynski owner Name and Title Address: 5055 W.Park Blvd. Suite 400 Plano Texas 75093 SURETY: Lexington National Insurance Corporation BY: s Si re - Jordan A Pitts, Attorney -In -Fact Name and Title Address: 11426 York Road, 2nd Floor Cockeysville Maryland 21030 TelephoneNumber: 469-661-0314 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address; both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Texas Leather CP.ti 106408 STANDARD CITY CONDITIONS OF THE CONSTRUCTIONCONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1— Definitions andTerminology............................................................................................................. 1 1.01 Defined Terms..................................................................................................................................... 1 1.02 Terminology.................................................................................................................................. 5 Article2 —Preliminary Matters.......................................................................................................................... 6 201 Before Starting Construction.....................................................................................................................6 M Preconstruction Conference................................................................................................................ 6 ABPublic Meeting.........................................................................................................................6 Article 3 — Contract Documents and Amending.............................................................................................. 6 3.01 Reference Standards........................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents......................................................................... 6 Article4 — 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'sInsurance.........................................................................................................................9 4.05 Acceptance of Bonds and Insurance; Option to Replace................................................................ 12 Article 5 —Contractor's Responsibilities.......................................................................................................................12 5.01 Supervision and Superintendent...........................................................................................................12 5.02 Labor; Working Hours..................................................................................................................... 13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule.....................................................................................................................14 5.05 Substitutes and "Or-Equals"............................................................................................................. 14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)..............................................16 5.07 Concerning Subcontractors, Suppliers, and Others.......................................................................... 16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas............................................................................................................ 19 5.12 Record Documents............................................................................................................................ 20 5.13 Safety and Protection........................................................................................................................ 21 5.14 Safety Representative........................................................................................................................21 5.15 Hazard Communication Programs.........................................................................................22 5.16 Submittals.................................................................................................................................... 22 5.17 Contractor's General Warranty and Guarantee.......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................................ 24 5.19 Delegation of Professional Design Services.................................................................................... 24 5.20 Right to Audit.................................................................................................................................... 25 5.21 Nondiscrimination............................................................................................................................ 25 Article 6 — Other Work at the Site..............................................................................................................26 6.01 Related Work at Site...............................................................................................................26 Article 7 — City's Responsibilities.............................................................................................................................. 26 7.01 Inspections, Tests, and Approvals........................................................................................................ 26 7.02 Limitations on City's Responsibilities........................................................................................................ 26 7.03 Compliance with Safety Program................................................................................................... 27 Article 8 — City's Observation Status DuringConstruction....................................................................................... 27 8.01 City'sProjectRepresentative.......................................................................................................................27 8.02 Authorized Variations inWork.................................................................................................... 27 8.03 Rejecting Defective Work................................................................................................................ 27 8.04 Determinations for Work Performed.......................................................................................... 28 Article9 — Changes in the Work..................................................................................................................... 28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety................................................................................................................... 28 Article 10 — Change of ContractPrice; Change of Contract Time.................................................................28 1001 Change ofContract Price............................................................................................................. 28 10.02 Change ofContract Time ........................................................................................................28 10.03 Delays..........................................................................................................................................28 Article 11 — Tests and Inspections;Correction, Removalor Acceptance of Defective Work .......................... 29 1101 Notice of Defects......................................................................................................................... 29 112 Access to Work........................................................................................................................... 29 1I03Tests and Inspections........................................................................................................................ 29 1101 UncoveringWork....................................................................................................................30 1L05City May Stop the Work................................................................................................................. 30 1105 Correction or Removal of Defective Work.............................................................................30 1107 Correction Period........................................................................................................................ 30 11fB City May Correct Defective Work............................................................................................. 31 Article12 — Completion.................................................................................................................................. 32 1201 Contractor's Warranty of Title.................................................................................................32 12D2Partial Utilization........................................................................................................................ 32 12IiiFinal Inspection...........................................................................................................................32 1204 Final Acceptance.....................................................................................................................................33 Article13 — Suspension of Work..................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................ 33 Article14 — Miscellaneous.................................................................................................................................... 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies............................................................................................................34 14.04 Survival of Obligations............................................................................................................... 35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Pagel of35 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 orforms. 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, generallyMonday through Friday, exceptfor federal or state holidays observedby the City. 4. Buzzsaw — City's on-line,electronic document managementand collaboration system. 5. CalendarDay— A day consistingof 24 hours measured from midnightto 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 recordedplat. 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 ofthe Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. CurrentPrevailingWage Rates Table (if requiredbyCity) d. Insurance Accord Form e. Payment Bond f. PerformanceBond g. MaintenanceBond h. Power of Attorneyfor Bonds i. Workers CompensationAffidavit i. MWBE Commitment Form (If required by City) k. General Conditions 1. Supplementary Conditions M. 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 individualor entitywith whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a CalendarDay. 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 servicesfor 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of35 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 theAgreement. 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 theAgreement. 23. Plans — See definition ofDrawings. 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 underthe ContractDocuments. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED 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 useof 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 t h e r e t o. 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 a part 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/orDeveloper 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 byContractor orSubcontractor. 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.m. and ending at 5: 00 p.m., Saturday, Sundayor legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of35 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 theContractDocumems. 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 underwayfor a continuousperiod of not less than 7 hours between? a.m. and 6p.m. 1.02 Terminology A The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or ContractDocuments,havetheindicatedmeaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient inthatit: a. does not conform to the ContractDocuments;or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the ContractDocuments;or c. has been damaged prior to City'swrittenacceptance. 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 contextused. 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 suchrecognizedmeaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of35 ARTICLE 2 — PRELIMINARY MATTERS 201 Before StartingConstruction 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. 202 PreconstructionConference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 203 PublicMeeting 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 ReferenceStandards 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 intheContractDocuments. 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 provisionsoftheContractDocuments. 3.02 Amending and SupplementingContractDocuments 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 ChangeOrder. 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 ofthefollowingways: 1. A FieldOrder; CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of35 L City'sorEngineer's reviewofa Submittal (subject to the provisions of Paragraph 5.16.C); or 2 City's written interpretationorclarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Suretiesandlnsurers 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 Section4.04. 4.02 Performance, Payment, andMaintenanceBonds 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 theContractDocuments. 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 effectfor 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 attomey-in-factsignedeachbond. 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 and4.02.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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property&CasualtyGuide 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 ofCityisrequired. 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 linesofinsurancecoverage. 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 primarycoverage. 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 priceshall be adjustedby 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of35 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 andapprovedbytheCity. 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 parry to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the WorkbyChangeOrder. 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 regulationsbindinguponeither party or the underwriteron any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor'slnsurance 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 beliable: 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 whererequiredbyLawsandRegulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 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 followingthe completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimumlimitso£ a. $1,000,000 eachoccurrence b. $2,000,000 aggregatelimit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separatelytoeachjobsite. 4. The Commercial General Liability Insurance policies shall provide "V, "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate oflnsurance. 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 maybeliable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than thefollowingamounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hiredandnon-owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of35 1) $1, 000, 000 each accident on a combined single limit basis. Split limitsare 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 withthefollowingrequirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: none Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy,ortouchrailroadproperty: a. General Aggregate: none Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: none Enter limits provided by Railroad Company (If none, write none) 4. With respectto the aboveoutlinedinsurancerequirements, the followingshallgovern: 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 ownseparaterights-of- CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of35 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 thegradeseparation. 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 ormoreseparatelocations. 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 beginningwork. 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 theProj ect. 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 beenprocured.Thereshall be no time creditfordays not worked pursuantto 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 therequiredcoverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision andSuperintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attentionthereto and applying such skills and expertise as may be necessary to performthe CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of35 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 onContractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; WorkingHours 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 performWork: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for WeekendWorking Hoursrequestmust be made by noon of the precedingThursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, andEquipment 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, Contractorrequiredtesting, start-up, and completionof 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 requiredtests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of35 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 otherwisemay be providedin the ContractDocuments. 5.04 ProjectSchedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the GeneralRequirements as it may be adjustedfrom time to time as providedbelow. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustmentsintheProjectSchedule. 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 byparticipatingchangeorders. 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 h 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of35 2) it will conform substantially to the detailed requirements of the item named inthe Contract Documents. 2. Substituteltems: 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. h 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 01 2500 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; I 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; I available engineering, sales, maintenance, repair, andreplacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of35 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 byanyresultingchange. 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 famish 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 reviewin the same manneras thoseprovided 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.B. 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 materialsorequipment. 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 reimburseCity for the chargesfor making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in supportof any proposedsubstituteor "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 byPar. icipatingChangeOrder. 5.06 Pre -Qualification of Bidders (Prime Contractors andSubcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers,andOthers A. Minority and Women Owned BusinessEnterpriseCompliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of35 ❑ Required for thisContract. (Check this box if there is any City Participation) 0 Not Required for thisContract. 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 thefollowing: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performedby 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 withthe City for a period of not less than threeyears. 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 LawsandRegulations. 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 contractwithContractor. 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 applicableterms and conditions oftheseContract CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 WageRates ❑ Required for this Contract. 0 Not Required for thisContract. 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 TexasGovernmentCode2258.023. 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 detemlination 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 llth 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 bindingon all parties and may be enforced in any court of competentjurisdiction. 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 nameand CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of35 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 tothisinspection. E 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,TexasGovemmentCode. 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 otherwiserequireall of its Subcontractorsto comply with ParagraphsA through above. 5.09 Patent Fees andRoyalties 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 ContractDocuments. 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 orRegulations. 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 underParagraph3.01. 5.11 Use of Site and OtherAreas A. Limitation on Use of SiteandOtherAreas: 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 encumberthe Site and other areas with construction equipmentor CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of35 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 theSite. 3. Should any Damage Claim be made by any such owner or occupant because of the perfonnanceofthe Work, Contractor shall promptlyattempt to resolve theDamage 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 occupantagainstCity. 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 applicableLawsandRegulations. 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 orpressuresthatwillendangerit. 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 (l) 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 allapproved CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of35 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 imbeddeditems. 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 affectedby 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 inthecourseofconstruction. 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 oftheirproperty. C. Contractorshall complywith the applicablerequirementsof City'ssafetyprograms,ifany. a Contractor shall inform City of the specific requirementsof 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 whoseacts any of them may be liable, shall be remediedby 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of35 5.15 Hazard CommunicationPrograms 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 withLawsorRegulations. 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 purposesrequiredbyParagraph5.16.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 byParagraph5.16.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'sReview: 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of35 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 ContractDocuments. 5.17 Contractor's General WarrantyandGuarantee 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'swarranty and guarantee here under 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 tearunder 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: l . observations by City; 2. recommendation or payment by City or Developer of any progressor 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 partthereofby City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approvalby others;or CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of35 7. any correction of defectiveWorkbyCity. 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 sufficientmaintenancebond, complying with the requirements ofArticle 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 suchclaimsandcausesofactions. 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 ProfessionalDesignServices 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 andprocedures. 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of35 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 Contractorperformanceand designcriteria 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 inParagraph5.16.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 advancenotice 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 Federalassistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related WorkatSite 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 parry 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,andApprovals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City'sResponsibilities 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 accordancewith theContractDocuments. B. City will notifythe Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of35 7.03 Compliance withSafetyProgram 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 ContractDocuments. 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 Workinvolvedpromptly. 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of35 8.04 Determinations for WorkPerformed 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 conditionsormoreaccuratedata). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in theWork 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 Extrawork. 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 bytheCity. M Notification toSurety 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 1091 Change of ContractPrice A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10T Change of ContractTime A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. IV 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of35 ARTICLE 11 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice ofDefects 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'ssafety procedures and programs so that they may comply there with as applicable. 11.03 Tests andlnspections 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 intheSupplementaryConditions. 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 CONDMONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 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 forobservation. 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 DefectiveWork 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 00 73 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of35 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 notdefective,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 there from. 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 ofrepair or replacement ofwork 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 oflimitation 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 Contractorbut which are CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 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 thereasons there for. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Finallnspection 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 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 connectionwith the Work. 5. after all Damage Claims have been resolved: a directly by the Contractor or; h Contractor provides evidence that the Damage Claim has been reportedtoContractor'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 there after. 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 constructionto proceed isnot CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 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 structureswherenecessary. ARTICLE 14 —MISCELLANEOUS 14.01 GivingNotice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validlygivenif: 1. delivered in person to the individual or to a member of the firm or to an officerofthe corporation for whom it isintended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver ofthenotice. B. Businessaddresschanges must be promptly made in writing to theotherparty. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation ofreceiptbythereceivingparty. 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 1464 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. 1405 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— DEVELOPERAWARDED PROJECTS Revised: January 10, 2013 2 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: SECTION 01 1100 SUMMARY OF WORK 01 1100 -1 DAP SUMMARY OFWORK Page 1 of3 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 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements forthe 24 project, such as conditions imposed by the Drawings or ContractDocumentsin 25 which no specific item for bid has been provided for in the Proposal and theitemis 26 not a typical unit bid item included on the standard bid item list, thentheitemshall 27 be considered as a subsidiary item of Work, the cost of which shall beincludedin 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction oftheCity. 31 2. Assume full responsibility for protection and safekeeping ofinaterialsand 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or otherpublicplaces 34 or other rights -of -way as provided for in the ordinances of the City, as showninthe 35 Contract Documents, or as may be specifically authorized in writing bytheCity. 36 a. A reasonable amount of tools, materials, and equipment forconstruction 37 purposes may be stored in such space, but no more than is necessarytoavoid 38 delay in the constructionoperations. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106408 Revised December 20, 2012 011100-2 DAP SUMMARY OFWORK Page 1 of3 1 b. Excavated and waste materials shall be stored in such a way as nottointerfere 2 with the use of spaces that may be designated to be left freeandunobstructed 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 oninsuch 5 manner as not to interfere with the operation oftherailroad. 6 1) All Work shall be in accordance with railroad requirements setforthin 7 Division 0 as well as therailroadpermit. 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 ofsuchproperty. 11 2. Do not store equipment or material on private property unless and untilthe 12 specified approval of the property owner has been secured in writingbythe 13 Contractor and a copy furnished to theCity. 14 3. Unless specifically provided otherwise, clear all rights -of -way oreasementsof 15 obstructions which must be removed to make possible properprosecutionofthe 16 Work as a part of the project constructionoperations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery,plants, 18 lawns, fences, culverts, curbing, and all other types ofstructuresorimprovements, 19 to all water, sewer, and gas lines, to all conduits, overhead polelines,or 20 appurtenances thereof, including the construction of temporary fencesandtoall 21 other public or private property adjacent totheWork. 22 5. Notify the proper representatives of the owners or occupants of the public orprivate 23 lands of interest in lands which might be affected by theWork. 24 a. Such notice shall be made at least 48 hours in advance of the beginningofthe 25 Work. 26 b. Notices shall be applicable to both public and private utility companiesandany 27 corporation, company, individual, or other, either as owners oroccupants, 28 whose land or interest in land might be affected bytheWork. 29 c. Be responsible for all damage or injury to property of anycharacterresulting 30 from any act, omission, neglect, or misconduct in the manner ormethodor 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 constructionoftheProject 35 to the original or a better than originalcondition. 36 b. Erect temporary fencing in place of the fencing removed whenevertheWorkis 37 not in progress and when the site is vacated overnight, and/or at alltimesto 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 bidinthe 41 project proposal, unless a bid item is specifically provided intheproposal. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106408 Revised December 20, 2012 01 11 00 -3 DAP SUMMARY OFWORK Page 1 of3 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 [NOTUSED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN 106408 Revised December 20, 2012 SECTION 0125 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A Section Includes: 012500-1 DAP SUBSTITUTIONPROCEDURES Page 1 of4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of thefollowing: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not"or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions oftheContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, orcatalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's orvendor'snames, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the followingconditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 25 00 -2 DAP SUBSTITUTIONPROCEDURES Page 2 of4 b. Contractor proposes a cost and/or time reduction incentive totheCity. 1.5 SUBMITTALS A See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions statedherein 2. Submit 3 copies of each written request for substitution,including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes incost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contactname c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearlymarked to show compliance ofproposed product with Contract Documents 3) Itemized comparison of original and proposed productaddressingproduct characteristics including, but not necessarily limited to: a) Size b) Composition or materials ofconstruction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposedproduct c) Available field data and reports associated with proposedproduct 5) Samples a) Provide at request of City. b) Samples become the property oftheCity. c. For construction methods: 1) Detailed description ofproposedmethod 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given bytheCity 2. City reserves the right to require proposed product to comply with color andpattern of specified product if necessary to secure designintent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 25 00 -3 DAP SUBSTITUTIONPROCEDURES Page 3 of4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp ofapproval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision ofthe original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the designintent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for whichit is intended 2. Will provide same guarantee for substitute item as forproductspecified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 25 00 -4 DAP SUBSTITUTIONPROCEDURES Page 4 of4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: IICell PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM ProposedSubstitution: Reasonfor Substitution: Include complete information on changes to Drawings and/or Specifications whichproposed substitution will require for its proper installation. Fill in Blanks Below: A Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requestedsubstitution? B. What effect does substitution have on othertrades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product deliverytime? E Manufacturer's guarantees of the proposed and specified itemsare: Equal Better (explain onattachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Telephone For Use by City: Approved City, Date Date Rejected CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 SECTION 013119 PRECONSTRUCTION MEETING PART 1- GENERAL 1.1 SUMMARY A Section Includes: 01 31 19 -1 DAP PRECONSTRUCTIONMEETING Page 1 of3 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 theCity. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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 preconstructionmeeting. 2. Representatives of Contractor, subcontractors and suppliers attendingmeetings shall be qualified and authorized to act on behalf of the entity eachrepresents. 3. Meeting administered by City may betaperecorded. a. If recorded, tapes will be used to prepare minutes and retained by Cityfor future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery ofthe distribution package to theCity. a. The meeting will be scheduled and administered by theCity. 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 ofthemeeting. 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 mayrequest CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 31 19 -2 DAP PRECONSTRUCTIONMEETING Page 2 of3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda mayinclude: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or otherpertinentpermits d. Contractor's work plan andschedule 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. PayrollCertification 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 withthe City's representative for operations of existingwater systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early WarningSystem 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 f£ Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 31 19 -3 DAP PRECONSTRUCTIONMEETING Page 3 of3 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 [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTIONVIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1- GENERAL 1.1 SUMMARY A Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infilldeveloperprojects. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A Preconstruction Video 1. Produce a preconstruction video ofthe site/alignment, including all areas inthe vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTIONVIDEO Page 2 of2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 SECTION 0133 00 DAPSUBMITTALS PART 1- GENERAL 1.1 SUMMARY A Section Includes: 01 33 00 -1 DAPSUBMITTALS Page 1 of8 General methods andrequirements of submissions applicable to thefollowing 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 limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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 inthe submittals from the requirements of the ContractDocuments. 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 thetime specified in the individual Work Sections, oftheSpecifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but notlimitedto: 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 oftheWork. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -2 DAPSUBMITTALS Page 2 of8 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 inthefollowingmanner: a. Use the first 6 digits of the applicable Specification SectionNumber. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Sectionnumber. 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 forConcrete 2) 08 is the eighth initial submittal under thisSpecificationSection 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 thefollowing: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 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 % inches x 11 inches to 8'/zinchesxl linches. 2. Bind shop drawings and product data sheetstogether. 3. Order a. Cover Sheet 1) Description ofPacket 2) Contractor Certification b. List of items / Table ofContents c. Product Data /Shop Drawings/Samples /Calculations E Submittal Content 1. The date of submission and the dates of any previoussubmissions CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -3 DAPSUBMITTALS Page 3 of8 2. The Project title andnumber 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer Identification of the product, with the Specification Section number, pageand paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Workormaterials 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 onresubmittals 11. An 8-inch x 3-inch blank space for Contractor andCitystamps F. Shop Drawings 1. As specified in individual Work Sections includes, but isnotnecessarilylimitedto: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturinginstructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reportsincluding: 1) Performance curves and certifications i. As applicable to theWork 2. Details a. Relation of the various parts to the main members and lines ofthestructure b. Where correct fabrication of the Work depends upon fieldmeasurements 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 StandardProduct List, clearly identify each item selected for use ontheProject. 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 andapplicability 4) Roughing -in diagrams andtemplates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -4 DAPSUBMITTALS Page 4 of8 7) Standard wiring diagrams 8) Printed performance curves and operational-rangediagrams 9) Production or quality control inspection and test reports andcertifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to theWork H. Samples 1. As specified in individual Sections, include, but are notnecessarilylimitedto: a. Physical examples of the Work suchas: 1) Sections of manufactured or fabricatedWork 2) Small cuts or containers ofinaterials 3) Complete units ofrepetitively used products color/texture/patternswatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the Cityforindependent inspection and testing, as applicable totheWork L 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 suchitem. 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 orremedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installationsinconformance with approved shop drawings, applicable samples, and productdata. 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 notifyappropriate City representatives via email ofsubmittalposting. 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 copieslisted above. c. Product Data 1) Upload submittal to designated project directory and notifyappropriate City representatives via email ofsubmittalposting. 2) Hard Copies a) 3 copies for allsubmittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu ofelectronicdistribution) CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -5 DAPSUBMITTALS Page 5 of8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all othersubmittals c) If Contractor requires more than 3 copies ofShopDrawingsretumed, Contractor shall submit more than the number ofcopieslistedabove. 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 respectiveSpecificationSections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not tobeconstruedas: a. Permitting any departure from the Contract requirements b. Relieving the Contractor ofresponsibility for any errors, including details, dimensions, andmaterials c. Approving departures from details furnished by the City, except asotherwise provided herein 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 responsibilitytherefore. 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 inasafemanner. 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 ofthefollowingcodes: a. Code 1 1) "NO EXCEPTIONS TAKEN' is assigned when there arenonotationsor 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -6 DAPSUBMITTALS Page 6 of8 1) "EXCEPTIONS NOTED". This code is assigned whenaconfirmationof the notations and comments IS NOT required by theContractor. 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 thepackage. 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,omissionsand non -conforming items that werenoted. c) Resubmittal is to be received by the City within 15CalendarDaysof the date of the City's transmittal requiringtheresubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meetthe intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bringthe submittal into conformance. b) It maybe necessary to resubmit using adifferentmanufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner asfirstsubmittals 1) Corrections other than requested bytheCity 2) Marked with revision triangle or other similarmethod a) At Contractor's risk if notmarked 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 prevailingrates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced bytheCity. 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, attheCity's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved"untilresubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that areincomplete. 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 releasefor manufacture. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -7 DAPSUBMITTALS Page 7 of8 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 theCity. 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 whendirected. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each itemrequired. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contractdocuments b. When the Contractor believes there is a conflict between ContractDocuments 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 [NOTUSED] 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 [NOTUSEDI 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 01 33 00 -8 DAPSUBMITTALS Page 8 of8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August 30, 2013 013513-1 DAP SPECIALPROJECTPROCEDURES Page 1 of 7 1 SECTION 013513 2 SPECIAL PROJECTPROCEDURES 3 PART 1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. The procedures for special project circumstances that includes, but is not limited to: 8 a. Coordination with the Texas Department ofTransportation 9 b. Work near High Voltage Lines 10 c. Confined Space Entry Program 11 d. Air Pollution Watch Days 12 e. Use of Explosives, Drop Weight, Etc. 13 f. Water Department Notification 14 g. Public Notification Prior to Beginning Construction 15 h. Coordination with United States Army Corps of Engineers 16 i. Coordination within Railroad permits areas 17 j. Dust Control 18 k. Employee Parking 19 1. (Coordination with North Central Texas Council of GovernmentsClean 20 Construction Specification [remove if not required]) 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 3. Section 33 12 25 — Connection to Existing Water Mains 27 28 1.2 REFERENCES 29 A. Reference Standards 30 1. Reference standards cited in this Specification refer to the current reference 31 standard published at the time of the latest revision date logged at the end of this 32 Specification, unless a date is specifically cited. 33 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 34 High Voltage Overhead Lines. 35 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 36 Specification 37 1.3 ADMINISTRATIVE REQUIREMENTS 38 A. Coordination with the Texas Department of Transportation 39 1. When work in the right-of-way which is under the jurisdiction of the Texas 40 Department of Transportation (TxDOT): CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 0135 13 - 2 DAP SPECIALPROJECTPROCEDURES Page 2 of 7 1 a. Notify the Texas Department of Transportation prior to commencing anywork 2 therein in accordance with the provisions ofthepermit 3 b. All work performed in the TxDOT right-of-way shall beperformedin 4 compliance with and subject to approval from the Texas Departmentof 5 Transportation 6 B. Work near High VoltageLines 7 1. Regulatory Requirements 8 a. All Work near High Voltage Lines (more than 600 volts measuredbetween 9 conductors or between a conductor and the ground) shall be inaccordancewith 10 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 11 2. Warning sign 12 a. Provide sign of sufficient size meeting all OSHA requirements. 13 3. Equipment operating within 10 feet of high voltage lines will require thefollowing 14 safety features 15 a. Insulating cage -type of guard about the boom orarm 16 b. Insulator links on the lift hook connections for back hoesordippers 17 c. Equipment must meet the safety requirements asset forth by OSHA andthe 18 safety requirements of the owner of the high voltagelines 19 4. Work within 6 feet of high voltageelectriclines 20 a. Notification shall be given to: 21 1) The power company (example: ONCOR) 22 a) Maintain an accurate log of all such calls to power companyandrecord 23 action taken in eachcase. 24 b. Coordination with power company 25 1) After notification coordinate with the power companyto: 26 a) Erect temporary mechanical barriers, de -energize the lines, orraiseor 27 lower thelines 28 c. No personnel may work within 6 feet of a high voltage line before theabove 29 requirements have beenmet. 30 C. Confined Space Entry Program 31 1. Provide and follow approved Confined Space Entry Program inaccordancewith 32 OSHA requirements. 33 2. Confined Spacesinclude: 34 a. Manholes 35 b. All other confined spaces in accordance with OSHA's Permit Requiredfor 36 Confined Spaces 37 D. Use of Explosives, Drop Weight, Etc. 38 1. When Contract Documents permit on the project the followingwillapply: 39 a. Public Notification 40 1) Submit notice to City and proof of adequate insurance coverage, 24hours 41 prior to commencing. 42 2) Minimum 24 hour public notification in accordance with Section 0 13 113 43 E. Water Department Coordination CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECTPROCEDURES Page 3 of 7 1 1. During the construction of this project, it will be necessary to deactivate, fora 2 period of time, existing lines. The Contractor shall be required to coordinatewith 3 the Water Department to determine the best times for deactivatingandactivating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation ofanexisting 6 City water line system with the City'srepresentative. 7 a. Coordination shall be in accordance with Section 33 1225. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life ofnamedproject. 10 c. In the event that a water valve on an existing live system be turned offandon 11 to accommodate the construction of the project is required, coordinatethis 12 activity through the appropriate Cityrepresentative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation ofTexasPenal 15 Code Title 7, Chapter 28.03 (Criminal Mischief) andtheContractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilitiesand 18 responsibilities as a result of theseactions. 19 F. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a blockbyblock 21 basis, prepare and deliver a notice or flyer of the pending constructiontothefront 22 door of each residence or business that will be impacted by construction. Thenotice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity oneach 25 block in the projectarea. 26 1) Prepare flyer on the Contractor's letterhead and includethefollowing 27 information: 28 a) Name ofProject 29 b) City Project No (CPN) 30 c) Scope of Project (i.e. type of constructionactivity) 31 d) Actual construction duration within theblock 32 e) Name of the contractor's foreman andphonenumber 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre -construction notification' flyer is attached asExhibit 36 A. 37 3) Submit schedule showing the construction start and finishtimeforeach 38 block of the project to theinspector. 39 4) Deliver flyer to the City Inspector for review prior todistribution. 40 b. No construction will be allowed to begin on any block until theflyeris 41 delivered to all residents oftheblock. 42 G. Public Notification of Temporary Water Service Interruption duringConstruction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction, prepare and deliver a notice or flyerof 45 the pending interruption to the front door of eachaffectedresident. 46 2. Prepared notice asfollows: 47 a. The notification or flyer shall be posted 24 hours prior tothetemporary 48 interruption. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 0135 13 - 4 DAP SPECIAL PROJECTPROCEDURES Page 4 of 7 1 b. Prepare flyer on the contractor's letterhead andincludethefollowing 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption ofservice 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phonenumber 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notificationisattachedas 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to theCityinspector 12 for review prior to beingdistributed. 13 e. No interruption of water service can occur until the flyer has beendeliveredto 14 all affected residents andbusinesses. 15 f Electronic versions of the sample flyers can be obtained fromtheProject 16 Construction Inspector. 17 H. Coordination with United States Army Corps of Engineers(USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required, meet all requirements set forth in eachdesignated 20 permit. 21 I. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth ineachdesignated 24 railroad permit. This includes, but is not limited to, provisionsfor: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and propertyofthe 31 Railroad Company from damage arising out of and/or from the constructionof 32 the project. Proper utility clearance procedures shall be usedinaccordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply withtherailroad's 35 requirements. 36 J. Dust Control 37 1. Use acceptable measures to control dust attheSite. 38 a. If water is used to control dust, capture and properly dispose ofwastewater. 39 b. If wet saw cutting is performed, capture and properly dispose ofslury. 40 K. Employee Parking 41 1. Provide parking for employees at locations approvedbytheCity. 42 L. {Coordination with North Central Texas Council of Governments (NCTCOG)Clean 43 Construction Specification [if required fortheproject] 44 1. Comply with equipment, operational, reporting and enforcement requirementsset 45 forth in NCTCOG's Clean Construction Specification. } CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 0135 13 - 5 DAP SPECIAL PROJECTPROCEDURES Page 4 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOTUSED] 10 PART 3 - EXECUTION [NOTUSED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 -6 DAP SPECIAL PROJECTPROCEDURES Page 4 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Texas Leather Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THECITYOFFORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ONORAROUNDYOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROMTHEDATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY ORANYOTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817)3928306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 0135 13 -7 DAP SPECIAL PROJECTPROCEDURES Page 7 of 7 I EXHIBIT B 2 4 FoR� Date: DOE NO. Xl= Project name - NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTIONSERVICES Pagel of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1- GENERAL 1.1 SUMMARY A Section Includes: 1. Testing and inspection services proceduresandcoordination B. Deviations from this City ofFort Worth StandardSpecification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment Workassociated with this Item is considered subsidiaryto the various Itemsbid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment ofall 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 requiredpayments for testing by Contractor have been paid infull. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A Testing 1. Complete testing in accordance with the ContractDocuments. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing isneeded. b. When testing is required to be completed by the Contractor, notifyCity, sufficiently in advance, that testing willbeperformed. 3. Distribution of TestingReports a. ElectronicDistribution 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTIONSERVICES Paget of2 2) Upload test reports to designated project directoryandnotifyappropriate City representatives via email ofsubmittalposting. 3) Hard Copies a) 1 copy for all submittals submitted to the ProjectRepresentative b. Hard Copy Distribution (if required in lieu ofelectronicdistribution) 1) Tests performed by City a) Distribute 1 hard copy to theContractor 2) Tests performed by theContractor a) Distribute 3 hard copies to City's Prcj ectRepresentative 4. Provide City's Project Representative with trip tickets for each deliveredloadof Concrete or Lime material including the followinginformation: a. Name of pit b. Date of delivery c. Material delivered R Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligationto perform work in accordance with the ContractDocuments. 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 [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIESANDCONTROLS Page 1 of4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1- GENERAL 1.1 SUMMARY A Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment Workassociated with this Item is considered subsidiaryto the various Itemsbid. 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 fortemporaryservices. b. Abide byrules andregulations of utility service companies orauthorities havingjurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility servicesnecessaryfor execution, completion, testing and initial operationofWork. 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIESANDCONTROLS Page 2 of4 d. Contractor Payment for ConstructionWater 1) Obtain construction water meter from City for payment as billed byCity'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, orotheruse. b. Electric power service includes temporary power service or generator to maintain operations during scheduledshutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services atSite. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completionofWork. b. Provide temporary heat and ventilation to assure safe workingconditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons onSite. a. Comply with regulations of State and local departmentsofhealth. Enforce use of sanitary facilities by construction personnel at j obsite. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from thesefacilities. 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 applicableregulation. 3. Locate facilities near Work Site and keep clean and maintainedthroughoutProject. 4. Remove facilities at completion of Project C Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities withfloor above ground level for materials and equipment susceptible to weather damage. 2. Storage ofmaterials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat andorderlymanner. a. Place materials and equipment to permit easy access for identification, inspection andinventory. 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 specifiedmanufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to FinalAcceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIESANDCONTROLS Page 3 of4 1. Contractor is responsible for maintaining dust control through the duration ofthe project. a. Contractor remains on -call at alltimes b. Must respond in a timelymanner E Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Workfrom damage due to weather. 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 [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION[NOTUSED] 3.3 PREPARATION[NOTUSED] 3.4 INSTALLATION A Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities asneeded. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOTUSED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOTUSED] 3.11 CLOSEOUT ACTIVITIES A TemporaryFacilities CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised JULY 1, 2011 015000-4 DAP TEMPORARY FACILITIESANDCONTROLS Page 4 of4 1. Remove all temporary facilities and restore area after completion of the Work, toa condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOTUSED] 3.14 ATTACHMENTS[NOTUSED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised JULY 1, 2011 015713-1 DAP STORM WATER POLLUTIONPREVENTION Page 1 of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART 1- GENERAL 1.1 SUMMARY A Section Includes: 1. Procedures for Storm Water Pollution PreventionPlans R Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 3125 00 — Erosion andSedimentControl 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Construction Activities resulting in less than 1 acreofdisturbance a. Workassociated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for thisItem. 2. Construction Activities resulting in greater than 1 acre ofdisturbance a. Measurement and Payment shall be in accordance with Section 312500. 1.3 REFERENCES A Abbreviations andAcronyms 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 isspecificallycited. 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 PreventionPlan. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTIONPREVENTION Page 2 of 3 B. Construction Activitiesresultingin: 1. Less than 1 acre ofdisturbance 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 TCEQrequirements 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 31 2500 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more ofDisturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQrequirements 1) Prepare a TCEQ NOI form and submit to TCEQalongwithrequiredfee 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 toNOI 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 besubmitted. 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, exceptasstatedherein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City ProjectManager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Divisionforreview CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTIONPREVENTION 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 01 33 00. 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 [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY A Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Pagel 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 limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 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: httils:HaPes.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A Only products specifically included on City's Standard Product List in theseContract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed foruseuponspecific approval by the City. B. Any specific product requirements in the Contract Documents supersedesimilar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certainproj ectseven though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to,that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included onCity's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] 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. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Pagel of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY A Section Includes: I . 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 R Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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 allowtimelyinstallation and to avoid prolongedstorage. 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 thedelivery. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbrokencartonsorother 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 andhandling. R Handling Requirements 1. Handle products or equipment in accordance with these Contract Documentsand manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer'srecommendationsand requirements of these Specifications. 2. Make necessary provisions for safe storage of materials andequipment. 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, adjoiningowners, tenants and occupants. a. Arrange storage to provide easy access forinspection. 4. Restrict storage to areas available on construction site for storage ofmaterial and equipment as shown on Drawings, or approved by City's Proj ectRepresentative. 5. Provide off -site storage and protection when on -site storage isnotadequate. a. Provide addresses of and access to off -site storage locations for inspectionby 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 controlofpremises. 7. Store in manufacturers' unopenedcontainers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners andgeneralpublic 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 otherimprovementsto 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED1 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION[NOTUSED] 3.3 PREPARATION[NOTUSED] 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 andlnspections 1. Inspect all products or equipment delivered to the site prior tounloading. 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 writtendirections. 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 [NOTUSED] 3.14 ATTACHMENTS[NOTUSED] END OF SECTION CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLINGREQUIREMENTS Page 3 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017000-1 DAP MOBILIZATION ANDREMOBILIZATION Page 1 of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, andoperatingsupplies to the Site 2) Establishment ofnecessarygeneral facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, andoperatingsupplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor'soperation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, andoperatingsupplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site forthis Contract c. Mobilization and Demobilization do not include activities for specific itemsof work that are for which payment is provided elsewhere inthecontract. 2. Remobilization a. Remobilization for Suspension of Work specificallyrequired in the Contract Documents or as required by Cityincludes: 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 suspendtheWork. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment,andoperating supplies to the Site necessary to resume theWork. b) Establishment of necessary general facilities for theContractor's operation at the Site necessary to resume theWork. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another onthe Site in the normal progress of performingtheWork. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017000-2 DAP MOBILIZATION ANDREMOBILIZATION 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,andoperating supplies to the Site for the issued WorkOrder. b) Establishment of necessary general facilities for theContractor's operation at the Site for the issued WorkOrder 2) Demobilization shall consist of the activities and costnecessaryfor: 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 itemsof work for which payment is provided elsewhere inthecontract. 4. Emergency Mobilizations and Demobilization for MiscellaneousProjects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within24 hours of the issuance ofthe WorkOrder. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the variousItemsbid. 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. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per eachremobilizationperformed. 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 inSection1.l.A.2.a.1) 2) Remobilization as described inSectionl.l.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017000-3 DAP MOBILIZATION ANDREMOBILIZATION Page 3 of 4 3. 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 MiscellaneousProjects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the ContractDocuments 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.l.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the ContractDocuments 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 forseparately. c. The price shall include 1) Mobilization as described in Section 1.l.A.4.a) 2) Demobilization as described in Section L LA.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 [NOTUSED] CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017000-4 DAP MOBILIZATION ANDREMOBILIZATION Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Pagel of 8 1 SECTION 01 71 23 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 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 I — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 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 A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23.16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 01 33 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As -built Redline Drawing Submittal CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements signed and sealed by Registered Professional Land 3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 4 — Survey Staking Standards) . 5 2. Contractor shall submit the proposed as -built and completed redline drawing 6 submittal one (1) week prior to scheduling the project final inspection for City 7 review and comment. Revisions, if necessary, shall be made to the as -built redline 8 drawings and resubmitted to the City prior to scheduling the construction final 9 inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 14 2. Coordination 15 a. Contact City and Developer's Project Representative at least one week in 16 advance notifying the City of when Construction Staking is scheduled. 17 b. It is the Contractor's responsibility to coordinate staking such that 18 construction activities are not delayed or negatively impacted. 19 3. General 20 a. Contractor is responsible for preserving and maintaining stakes. If City 21 surveyors or Developer's Project Representative are required to re -stake for 22 any reason, the Contractor will be responsible for costs to perform staking. If 23 in the opinion of the City, a sufficient number of stakes or markings have been 24 lost, destroyed disturbed or omitted that the contracted Work cannot take place 25 then the Contractor will be required to stake or re -stake the deficient areas. 26 B. Construction Survey 27 1. Construction Survey will be performed by the Contractor. 28 2. Coordination 29 a. Contractor to verify that horizontal and vertical control data established in the 30 design survey and required for construction survey is available and in place. 31 3. General 32 a. Construction survey will be performed in order to construct the work shown 33 on the Construction Drawings and specified in the Contract Documents. 34 b. For construction methods other than open cut, the Contractor shall perform 35 construction survey and verify control data including, but not limited to, the 36 following: 37 1) Verification that established benchmarks and control are accurate. 38 2) Use of Benchmarks to furnish and maintain all reference lines and grades 39 for tunneling. 40 3) Use of line and grades to establish the location of the pipe. 41 4) Submit to the City copies of field notes used to establish all lines and 42 grades, if requested, and allow the City to check guidance system setup prior 43 to beginning each tunneling drive. 44 5) Provide access for the City, if requested, to verify the guidance system and 45 the line and grade of the carrier pipe. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 d) Fire hydrants 2 e) Valves (gate, butterfly, etc.) 3 f) Air Release valves (Manhole rim and vent pipe) 4 g) Blow off valves (Manhole rim and valve lid) 5 h) Pressure plane valves 6 i) Underground Vaults 7 (1) Rim and flowline elevations and coordinates for each 8 Underground Vault. 9 3) Sanitary Sewer 10 a) Cleanouts 11 (1) Rim and flowline elevations and coordinates for each 12 b) Manholes and Junction Structures 13 (1) Rim and flowline elevations and coordinates for each 14 manhole and junction structure. 15 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2 - PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 1. Recovery of relevant control points, points of curvature and points of intersection. 22 2. Establish temporary horizontal and vertical control elevations (benchmarks) 23 sufficiently permanent and located in a manner to be used throughout construction. 24 3. The location of planned facilities, easements and improvements. 25 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 26 areas, utilities, streets, highways, tunnels, and other construction. 27 b. A record of revisions or corrections noted in an orderly manner for reference. 28 c. A drawing, when required by the client, indicating the horizontal and vertical 29 location of facilities, easements and improvements, as built. 30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 31 construction staking projects. These cut sheets shall be on the standard city template 32 which can be obtained from the Survey Superintendent (817-392-7925). 33 5. Digital survey files in the following formats shall be acceptable: 34 a. AutoCAD (.dwg) 35 b. ESRI Shapefile (.shp) 36 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 37 standard templates, if available) 38 6. Survey files shall include vertical and horizontal data tied to original project 39 control and benchmarks, and shall include feature descriptions 40 PART 3 - EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 A. Tolerances: 2 1. The staked location of any improvement or facility should be as accurate as 3 practical and necessary. The degree of precision required is dependent on many 4 factors all of which must remain judgmental. The tolerances listed hereafter are 5 based on generalities and, under certain circumstances, shall yield to specific 6 requirements. The surveyor shall assess any situation by review of the overall plans 7 and through consultation with responsible parties as to the need for specific 8 tolerances. 9 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 11 1.0 ft. tolerance. 12 b. Horizontal alignment on a structure shall be within .0.lft tolerance. 13 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 14 walkways shall be located within the confines of the site boundaries and, 15 occasionally, along a boundary or any other restrictive line. Away from any 16 restrictive line, these facilities should be staked with an accuracy producing no 17 more than 0.05ft. tolerance from their specified locations. 18 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 19 electric lines, shall be located horizontally within their prescribed areas or 20 easements. Within assigned areas, these utilities should be staked with an 21 accuracy producing no more than 0.1 ft tolerance from a specified location. 22 e. The accuracy required for the vertical location of utilities varies widely. Many 23 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 24 should be maintained. Underground and overhead utilities on planned profile, 25 but not depending on gravity flow for performance, should not exceed 0.1 ft. 26 tolerance. 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 28 specifications or in compliance to standards. The City reserves the right to request a 29 calibration report at any time and recommends regular maintenance schedule be 30 performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3.1.A. 33 2. Vertical locations shall be established from a pre -established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field work shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monuments 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3rd parry contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility for accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction 2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised February 14, 2018 SECTION 0174 23 CLEANING PART 1- GENERAL 1.1 SUMMARY 01 74 23 -1 DAPCLEANING Page 1 of4 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 limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro -Mulching, SeedingandSodding 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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 paintedsurfaces. 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 andcleaning wastes in containers specifically designedfor thosematerials. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 74 23 -2 DAPCLEANING Page 2 of4 1.11 FIELD [SITE] CONDITIONS ]NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - 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 bymanufacturer 2.3 ACCESSORIES ]NOT USED] 2.4 SOURCE QUALITY CONTROL [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION[NOTUSED] 3.3 PREPARATION[NOTUSED] 3.4 APPLICATION [NOTUSED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOTUSED] 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 thinnerin storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposalsite. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City andregulatoryagencies. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 74 23 -3 DAPCLEANING Page 3 of4 6. Handle materials in a controlled manner with as few handlingsaspossible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs oftemporary construction and activities incidental toconstruction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the rightto have the cleaning completed at the expense of theContractor. 10. Do not burn on -site. R Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facilityoperations. 2. At maximum weekly intervals, dispose of waste materials, debrisandrubbish. 3. Confine construction debris daily in strategically locatedcontainer(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 perweek 4. Vacuum clean interior areas when ready toreceivefinishpainting. a. Continue vacuum cleaning on an as -needed basis, untilFinalAcceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water duringthestorm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers fromsite. a. Re -seed areas disturbed by location of trash and debriscontainersinaccordance 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 theroadway. 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[NOTUSED] 3.14 ATTACHMENTS[NOTUSED] CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 74 23 -4 DAPCLEANING Page 4 of4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 SECTION 0177 19 CLOSEOUT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY 01 77 19 -1 DAP CLOSEOUTREQUIREMENTS Page 1 of3 A Section Includes: 1. The procedure for closing out acontract R Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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. R Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidenceof release of liens has been submitted totheCity. 1.5 SUBMITTALS A Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 77 19 -2 DAP CLOSEOUTREQUIREMENTS Page 2 of3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION[NOTUSED] 3.3 PREPARATION[NOTUSED] 3.4 CLOSEOUT PROCEDURE A Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 017839 2. Operation and Maintenance Data, if required, in accordance with Section 017823 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 Contractorpresent. 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 defectiveorincomplete. 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. Uponreceipt of this notice, the City, in the presence of the Contractor, will make asubsequent 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 notlimitedto: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication oftheequipment 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 0177 19 -3 DAP CLOSEOUTREQUIREMENTS Page 3 of3 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 Coordinate with the City Project Representative to complete thefollowing additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to FinalPayment e. Pipe Report (if required) f. Contractor's Evaluation ofCity g. Performance Evaluation ofContractor 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 forpayment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOTUSED] 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 [NOTUSED] 3.14 ATTACHMENTS[NOTUSED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 7823 -1 DAP OPERATION ANDMAINTENANCEDATA Page 1 of5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART 1- GENERAL 1.1 SUMMARY A Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are notlimitedto: a. Traffic Controllers b. Irrigation Controllers (to be operated by theCity) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limitedto: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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 ofproduct shipment to the project site. 1.5 SUBMITTALS A Submittals shall be in accordance with Section 0133 00. All submittals shallbe approved by the City prior todelivery. 1.6 INFORMATIONAL SUBMITTALS A Submittal Form 1. Prepare data in form of an instructional manual for usebyCitypersonnel. 2. Format a. Size: 8 '/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typedpages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 78 23 -2 DAP OPERATION ANDMAINTENANCEDATA Page 2 of5 d. Drawings 1) Provide reinforced punched binder tab, bind inwithtext 2) Reduce larger drawings and fold to size oftextpages. 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 withtyped or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanableplasticcovers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&MManual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged insystenlaticorder a. Contractor, name of responsible principal, address andtelephonenumber b. A list of each product required to be included, indexed to content ofthevolume c. List, with each product: 1) The name, address and telephone number of the subcontractor orinstaller 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility ofeach 4) Local source of supply for parts andreplacement d. Identify each product by product name and other identifyingsymbolsasset forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to thespecificproduct. b. Annotate each sheet to: 1) Clearly identify specific product orpartinstalled 2) Clearly identify dataapplicabletoinstallation 3) Delete references toinapplicableinformation 3. Drawings a. Supplement product data with drawings as necessary to clearlyillustrate: 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 completedinstallation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data fortheparticularinstallation: a. Organize in consistent format under separate headings fordifferentprocedures. b. Provide logical sequence of instructions of eachprocedure. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 78 23 -3 DAP OPERATION ANDMAINTENANCEDATA Page 3 of5 5. Copy of each warranty, bond and servicecontractissued a. Provide information sheet forCitypersonnelgiving: 1) Proper procedures in event offailure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials andFinishes 1. Submit 5 copies of complete manual in fmalform. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information onproducts 1) Catalog number, size, composition 2) Color and texturedesignations 3) Information required for reordering speciahnanufacturedproducts b. Instructions for care andmaintenance 1) Manufacturer's recommendation for types of cleaning agents andmethods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaningandmaintenance 3. Content, for moisture protection and weather exposureproducts: a. Manufacturer's data, giving full information onproducts 1) Applicable standards 2) Chemical composition 3) Details ofinstallation b. Instructions for inspection, maintenance andrepair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in finalform. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and componentparts 1) Function, normal operating characteristics andlimitingconditions 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 operatinginstructions 2) Regulation, control, stopping, shut -down andemergencyinstructions 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 andlubricationschedule 1) List of lubricantsrequired e. Manufacturer's printed operating and maintenanceinstructions £ Description of sequence of operation by controlmanufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spareparts 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 78 23 -4 DAP OPERATION ANDMAINTENANCEDATA Page 4 of5 i. Charts of valve tag numbers, with location and function ofeachvalve j. List of original manufacturer's spare parts, manufacturer's currentprices,and recommended quantities to be maintained instorage 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 componentparts 1) Function, normal operating characteristics, and limitingconditions 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 "troubleshooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenanceinstructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained instorage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomesapparent 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 andmaintenance data by personnel withthe followingcriteria: 1. Trained and experienced in maintenance and operation ofdescribedproducts 2. Skilled as technical writer to the extent required to communicate essentialdata 3. Skilled as draftsman competent to prepare requireddrawings CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 78 23 -5 DAP OPERATION ANDMAINTENANCEDATA Page 5 of5 1.10 DELIVERY, STORAGE, AND HANDLING [NOTUSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOTUSED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 —title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORDDOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1- GENERAL 1.1 SUMMARY A Section Includes: 1. Workassociated with the documenting the project and recording changes toproject documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer ServiceReports d. Large Water Meter Reports R 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 theContract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A Measurement and Payment 1. Workassociated 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 Documentsto 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 changeproperly. 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 Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORDDOCUMENTS 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 andexamination. 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 RecordDocuments. 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] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOTUSED] 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 theContract. R 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 theContract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOTUSED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION[NOTUSED] 3.3 PREPARATION[NOTUSED] 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 - JOBSET". CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017839-3 DAP PROJECT RECORDDOCUMENTS 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 thejobset. b. Do not use the job set for any purpose except entry of new data and forreview by the City,until start of transfer of data to final Project RecordDocuments. c. Maintain the job set at the siteofwork. 3. Coordination with Construction Survey a. At aminimum clearlymark any deviations from ContractDocuments associated with installation oftheinfrastructure. 4. Making entries on Drawings a. Record any deviations from ContractDocuments. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describethe change by graphic line and noteasrequired. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area orareasaffected. e. In the event of overlapping changes, use different colors for theoverlapping 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 tothe 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 ofitems. 1) Final physical arrangement is determined bythe Contractor, subjecttothe 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 berelated 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 ProjectRecordDocuments 1. Transfer of datatoDrawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes asrequired. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual locationofitems. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 017839-4 DAP PROJECT RECORDDOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clearreproduction. 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 fmal 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 [NOTUSED] 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[NOTUSED] 3.14 ATTACHMENTS [NOTUSED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 106408 Revised April 7, 2014 POST INSTALLATION FORT WORTH Company Name: Address: Phone #: Cell: Coating Date: Project Name: Contractor: Work: Crew Leader: Project #: Owner: Indicate Pass/Fail: Location of Structure: Manhole Pour or Placement Date: MANHOLE INFORMATION Line & Station #: Other: Structure Type:(check one) 4' DI MH TYPE A FLDWDIVBOX 5' DI MH TYPE B FLDW DIVBOX 6' DI MH JUNCTION BOX 7' DI MH SPHIPHON ENTRY BOX METERING STATION Vacuum Test Results Inspection Date: Inspection Company: Inspector Name: Repair Date: Repair Location: Type of Repair: Repair Materials: Repair Locations Comments: APPENDIX CITY OF FORT WORTH Texas Leather STANDARD CONSTRUCTIONSPECIFICATION DOCUMENTS CPN 106408 Revised July 1, 2011 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 Art Mt, Da a, d� PnP CMS Snrrin—inns Description Design Concrete Class A Sidewalk, ADA Ram s, Driveways, Curb/Gutter, Median Pavement 1/14/2026 132 l3 13 Mix Design AM Corp 1071 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6%Air 4/3/2025 32 13 20 Mix DesignBigTown Concrete 2211 3000 psi 3-5" Slump; 3-6%Air 7/16/2025 32 1320 Mix Design Big Town Concrete 22113 With 30% Slag 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Designrn Buco Texas 30U101AG 3000 psi 3-5" Slump; 3-6%Air 4/l/2024 32 1320 Mix Design Burnco Texas. 30U500BG 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix DesignCarder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502021 3500 s 3-5"Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% Au 4/28/2025 32 1320 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 132 1320 Mix Daiga City Concrete Company 30HA2011 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Desin Cow Town Redi Mix 250 3000 psi 3-5" Slum 3-6%Air 9/9/2022 32 1320 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 20 Mix Desig, Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 20 Mix Design Holcim/ Amrize 1261 3000 psi 3-5" Slump; 3-6% Air 9/23/2024 32 13 20 Mix Design Holcim/ Amrize 5177 3000 psi 3-5" Slump; 3-6%Air 5/8/2025 32 13 20 Mix Design Holcim/ Amrize 530WA-Tl 3000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 U 20 Mix Dig, Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta P2136214 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 20 Mix Design Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6%Air 4/l/2023 32 1320 Mix Design 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 6/1/2023 32 13 20 Mix Design 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 321320 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 1320 Mix Desi&n Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6 % Air 9/9/2022 32 1320 Mix Design Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1320 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump: 4.5-7.5%Air 5/9/2025 32 13 20 Mix Design Martin Marietta R2136RI4 3000 psi 3-5" Slump; 3fi %Air 10/4/2023 132 1320 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6 % Air 10/4/2023 32 1320 Mix Design NBR Ready Mix CLS A -NY 3000 psi 3-5" Slump; 3-6% Air 7/1012023 32 13 20 Mix Design Osbum 30A50MR 3000 psi 3-5"Slum;.3-6%Ai, l/ 18/2023 32 1320 Mix Design Rapid Redi Mix RRM5020A. 3000 psi 3-5" Slump;.3-6% Air 1/24/2023 32 1320 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6%Air 12/22/2025 32 13 20 Mix Design Rapid Redi Mix 3250AL With 50 % Slag 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 1320 Mix Design SRM Concrete 30850 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6%Air 10/24/2024 321320 Mix Design SRM Concrete 30350 3000 psi 3-5"Slump; 3-6%Air 10/I8/2024 32 13 20 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 3-5"Slump; 3-6%Air 1/9/2026 32 13 20 Mix Design SRM Concrete 36822 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 132 1320 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3fi% Air 9/9/2022 32 1320 Mix Design 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 1320 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slum.; 3-6%Air 9/9/2022 32 1320 Mix Design Titan Read Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13211 Mix Desi True Grit Redi Mix 0250.230 3000 s 3-5" Slump, 3-6% Air 9/9/2022 32 1320 Mix Des' True Grit Redi Mix 0250.2301 3000 si 3-5" Slum ; 3-6 % Air 11/17/2025 32 1320 Mix Design True Grit Redi Mix 450.230 With 30% Slag3000 s 3-5" Slum ; 3-6%Air Clnss CIP (inlets Mnnhnlec-.function Rnrres- Encasement- Rlnekino- CnllnrS- (9—nd Fnntina Pedestal Pole Fnundatinns—Reference Detail 34 41 10-D605A)1 9/9/2022 l3 13 is Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3%Air 9/9/2022 13 13 Mix Design Bunco Texas 40U500BG 4000 s 3-5" Slump; 3-6%Air 8/21/2025 13 13 Mix Design Burnco Texas 36U500BG 1" 20% MRWR AIR (Lighting and Siegal Footing Foundation) 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 U 13 Mix Design Chisholm Trail Redi Mix CT6020A 3600 s 3-5" Slump; 3-6% Air 4/28/2025 13 13 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump-, 3-6% Air 4/28/2025 13 l3 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6%Air 8/4/2025 13 13 Mix Design Chisholm Trail Redi Mix CTFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 255-2 3000 s 3-5" Slump; 3-6% Air 9/9/2022 321313 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slum ; 3-6%Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 l3 13 Mix Desi Cow Town Redi Mix 370 5000 s 3-5" Shoup; 3-6% Air 9/9/2027 I3 13 Mix Design Cow Town Redi Mix 353 3000 si 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design IM�x�Dcsjgn Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air 5/7/2025 13 13 Mix Design Cow Town Redi Mix 265-4'_ 4200 ppsi 3-5" Slump; 3-6%Air 3/3/2026 3000 Mix Design Estrada Ready Mix R3555AESC 3500 psi 3-5" Slump; 3-6%Air 2/7/2025 l3 13 Mix Design Holcim/ Amrize 1701 4000 s 3-5" Slump; 3-6%Air 2/7/2025 13 13 Mix Design Holcim/ Amriu 1551 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 13 13 Mix Desi Holcim/ Armize 5409 4000 psi 3-5" Slump; 3-6%Air 8/14/2025 1313 Mix Design Holclm/Amrize 540WA-TI With 20% Fly Ash and 30%. Slag 4000 s 3-5"Slump; 3-6%Air 4/27/2023 13 13 Mix Desi Liquid Stone C361DNFA 3600 s 3-5" Slump; 3-6%Air 9/9/2022 13 13 Mix Desi Martin Marietta R2141230 4000 si 3-5" Slump; 3-6% Air 8/4/2023 13 13 Mix Desi Martin Marietta R2141R24 4000 s 3-5" Slump; 3-6%Air 11/20/2023 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 1313 Mlx Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6%Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 ... Clp (�rrre 1( 'i) 9/9/21122 32 13 13 Mix Desin Marlie Marieua R214-3 3 3600 n i" Slomp; 4.5-7.5"%Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6%Air 9/9/2022 32 l3 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 l3 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6%Air 5/5/2025 32 13 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 32 13 13 Mix Design n NBR Ready Mix CLS PI-YY 4000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13MDes,Design NBR Read Miz TX C-NY 3000 psi 3-5" Slump; 3-6"/o Air 1/18/2023 32 13 13sign Ra id Rdi Mix RRM5320A 3000 psi 3-5" Slum 3-6% Air 1/18/2023 32 13 13esi Ra id Redi Miz RRM6020ASS 4000 si 3-5" Slum ; 3-6%Air 10/24/2024 32 13 13esign SRM Concrete 40350 4000 si 3-5" Slump; 3-6%Air 10/24/2024 32 13 13esin SRM Concrete 40850 4000 psi 3-5" Slum ; 3-6%Air 9/16/2024 32 13 13esin SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13esi SRM Concrete 36850 3600 psi 3-5" Slum ; 3-6%Air 11/24/2025 03 3000esign SRM Concrete 45852 4500 si 3-5" Slump; 4.5-7.5% Air 2/27/2026 32 l3 13esi SRM Concrete 35850 With20%FI Ash 3500 si 3-5"Sl;3-6^/oAir9/9/2022 321313esign Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-(i% Airl0/l0/2022 32 l3 l3esi Taaant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6^/o Air 2/25/2026 32 13 13 Mix Design True Grit Redi Mix 1450.230CIP I With 30% Slag 3000 psi 13-5" Slump; 3-6%Air Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 3141 10-D605) 8/21/2025 3213WDesign Design Burnco Texas 40U502BG 1"20%HRWR AIR 3600 s 6-8"Slump; 3-6%Air 6/21/2023 32 13Design Cow Town Redi Mix 360-DS 3600 s 5.5-7.5" Slum ; 3-6%Air 3/12/2026 3213Desi Cow Town Redi Mix 360-2DS 3600 psi 5.5-7.5"Slum;0-3%Air 10/30/2024 32 13Design Estrada Ready Mix R36575AEWR 3600 s 5.5-7.5" Slum ; 3-6% Air 9/11/2025 3213Desi Gonzalez Brothers P6020LA 3600 si 5.5-7.5"Slump; 3-6%Air 12/5/2022 3213Design Holcim/Amrize 1822 3600 psi 5.5-7.5"Slum;0-3%Air 9/9/2022 32 13Desin Holeiod Amrize 1959 4000 si 5.5-7.5" Slum ; 3-6%Air 1/14/2026 3213 Desi City Concrete Comany 36LA2011-MR With 20%Fl. Ash 3600s 5.5-7.5"Slum;3%Air 4/7/2023 32 13 Desi Liquid Stone C361 DHR 3600 si - -7.5" Slum ; 3-6% Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 si 5-7" Slump; 3-6%Air 6/27/2023 122 13 I3 Mix Desin Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air 5/9/1025 32 13 13 Mix Design Martin Marietta 1121461141 3600 psi 5-7" Slump; 3-6% Air 8/22/2024 132 13 13 1 Mix Design NBR Read Mix 135K2524 1 3600 psi 5.5" Slump; 3-6% Air 8122/2024 132 13 13 INC. Design NBR Ready Mix 135K0524 1 3600 psi 5.5" Slump; 3-6% Air Class C (Headwalls- Wing walls- Culverts) 9/9/2022 132 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6%Air 2/24/2026 03 30 00 Mix Design Chisholm Trail Redi Mix CT7020A With 20% Fly Ash 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desi n City Concrete Com an 40LA2011 4000 si 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 si 3-5"Slump: 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 l3 13 Mix DesignCow Town Redi Mix 260-1 3600 s 3-5" Slump: 3-6%Air 8/11/2025 32 13 13 Mix DesignCow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6"Slum:3-6%Air 8/11/2025 32 13 13 Mix Design Cow T—Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 si 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix DesignGCH Concrete Services GCH4000 4000 psl 3-5" Slump; 3-6% Air 4/l/2023 1321313 Mix Design Martin Marietta 310LBP 3600 psi 3-5"Shm;4-7%Air 8/30/2023 32 13 13 Mix Desin Martin Marietta R2.141R30 4000 s 3-5" Slum ; 3-6%Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air 3/10/2026 03 30 00 Mix Design NBR Ready Mix TX-C-YY 3600 si 3-5"Slump: 3-6%Air 3/10/2026 03 30 00 Mix Design NBR Ready Mix TX-C-NY 3600 si 3-5" Slump: 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 Psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6%Air 3/6/2026 03 30 00 Mix Desi SRM Concrete 45350 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5"Slnmp; 3-6%Air 2/26/2026 03 30 00 Mix Designg True Grit Redi Mix 455.230C With 30% Slag3600 s 3-5" Slum ; 3-6%Air Class P (Machine Placed Paving) 4/3/2025 132 13 13 Mix Design Bi Town Concrete 4511 3600 psi I-3" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Desi Bi Town. Concrete 4411 3600 psi 1-3" Slump; 3-6%Air 6l30/2025 32 13 13 Mix Desi Big Town Concrete 5211 With 20% Fly Ash 4000 psi I-3" Slump; 3-6 %Air 6/30/2025 30 13 13 Mix Desi Bi Town Concrete 52113 With 30^/o Slag 4000 p s 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi I-3" Slump; 3-6 % Air 9/30/2025 301313 Mix Desi Bumco Texas 40U553BG I"20%MRWR AIR 4000 s 1-3"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desi Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6%Air 11/6/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 132 13 13 Mix Design City Concrete Company 36LA2011 3600 s 1-3" Slum ; 3-fi^/^ Air 9/9/2022 33 13 13 Mix Design Cow Town Redl Mix 257-M 3600 psi I-3" Slump; 3-6%Air l 1/l4/2022 1321313 Mix Design Cow Town Redi Mix 357-M 3600 i 1-3"Slnm:3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 s1 I-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Desi Cow Town Redi Mix 360-M 4000 sr 1-3" Slump: 3-6%Air 2/6/2024 32 13 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3"Slump; 3-6%Air 5/12/2025 32 13 13 Mix Design Holcim/Amrize 1703 4000 psi 1-3"Slump; 3-6%Air 10/3/2025 32 1313 Mix Design Holcim/ Amrize 5405 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Desi Martin Marietta Q2141R27 4000 si 1-3" Slum ; 3-6% Air 11/2/2022 321313 Mix Design Martin Marietta IQ214IK30 4000 psi 11-3"Slump; 3-6%Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 5/5/2025 32 13 13 Mix Design Martin Marietta Q214IN27 4000 psi 1-3" Slump; 3-6% Air 1/23/2026 32 13 13 Mix DesignMartin Marietta Q2t46K33 4000 s 1-3"Slump: 3-6%Air 10/4/2023 32 13 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 DesignNBR Read Mix TX C SF -NY 3600 psi 1-3" Stomp; 3-6%Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50%Slag. 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Desi 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 9Y1612024 32 13 13 Mix DesignSRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6%Air 10/18/2024 32 B 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air 6/5/2025 32 l3 13 Mix DesignSRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-0OOOMP 20% With 20% Fly Ash 4000 s 1-3"Slump; 3-6%Air 7/21/2025 32 13 13 Mix DesignSINACOLA 24011.400OW Straight Cement 4000 psi 1-3"Slump; 3-6%Air 2/3/2026 32 13 13 Mix Design Sunrise Redi Mix 1451 4000 psi 1-3" Slump: 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 6 1-3"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 s 1-3" Slump; 3.5-6.5 % Air 9/9/2022 32 13 13 Mix DesignTrue Grit Redi Mix 0260,2302 4000 psi 1-3" Slump; 3.5-6.5%Ass 6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air 6/23/2025 32 t3 13 Mix DesignTrue Grit Redi Mix 360230M 4000 psi 1-3" Slump; 3-6%Air 1/2/1900 32 13 13 Mix Design True Grit Redi Mix 1455.230M I With 30% Slag 3600 psi 11-3" Slump; 3-6%Air Class H (Hand Placed Pavine- Vallev Gutterl 9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6%Air 5/2/2023 32 l3 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 l3 13 Mix Design Bi Town Concrete 6211 4500 psi 3-5" Slump; 3-6%Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump;.3-6% Air 4/5/2025 33 13 13 Mix DesignHi Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air 7/16/2025 321313 Mix DesignBig Town Concrete 62113 With 30%Slag 4500 s 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Butnco Texas 45U500BG 4500 psi 3-5" Slump; 3-6%. Air 9/30/2025 331313 Mix Design Bunco Texas 45UIOOAG 4000 s 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5"Slump; 3-6%Air 4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW15520A 4500 s 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Dcsi Ci Concrete Com an 45NA2011 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1313 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Desi Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6 % Air 1/29/2024 32 13 13 Mix Design Estrada Read. Mix R4560AEWR! 4500 psi 3-5" Slump; 4-G°o Air 9/9/2022 32 13 13 Mix Desi GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air 10/4/2024 32 13 13 Mix DesignHolcim/ Amrim 5507 4500 s 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix De Holcim/ Amrize 1851 4500 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 13 Mix Design Amrizc/Hocim 545WA-Tl 4500 s 3-5"Slump; 3-6%Air 4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6%Air 11/2/2022 132 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6%Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6%Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2.146N36 4500 psi 3-5" Slump; 3-6%Air 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 32 l3 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6%Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Slump-, 3-6% Air l l/I5/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" Slump; 3-6%Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5%Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump: 3-6%Air 9/9/2022 32 13 13 Mix Desi o Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 B 13 Mix Design Martin Marietta P2146042 4500 psi 3-5" Slump, 3-6%Air 6/3/2025 32 13 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air 1/29/2026 32 13 13 Mix Design Martin Marietta R2146R43 4500 psi 3-5" Slump; 3-6 % Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air 10A/2023 32 13 13 Mix Design NBA Ready Mix. CLS P2-NY 4500 psi 3-5" Slump: 3-6 % Air 7/10/2023 32 13 13 Mix Design Osborn 45A60MR 4500 psi 3-5" Slump; 3-6% Air IY24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6%Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5" Slump; 3-6% Air 2/7/2025 132 13 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air 5/23/2025 32 13 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6%Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45950 With 20% Fly Ash 4500 psi 3-5" Slnm ; 3-6%Air 10/19/2024 32 1313 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-fi°10 Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500BP 20% With 20% Fly Ash 4500 psi 3-5"Slump; 3-6%Air 7/21/2025 32 t313 Mix Design SINACOLA 240I1-4500HP Straight Cement 4500 psi 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020ABF 4500 psi3-5"Slum :3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 132 13 13 Mix Design Tarrant Concrete TCFW6020ABP 4500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 1313 Mix Design True Grit Redi Mix 0260.2301 4500 p s 3-5" Slump; 3-6 % Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air 6/12/2025 32 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6% Air 6232025 32 l3 13 Miz Desi True Grit Redi Mix. 365.230H 4500 si 3-5" Slum : 3-6% Air 10/9/2024 32 13 13 1 Mix Design I Wildcatter 14520AI 1 4500 psi 3-5" Slump; 3-6%Air Page 3 of 6 CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 Class IlEs diioh Farl, Slrenplh Pavilwt 9,9"0_" 32 13 13 Mix Dcsi u BiuD Cuncretc 14500AE I 4500psi 3-5" Slump; 3%<Air 12/10/2025 32 13 13 Mix Design Burnco Texas 70U100AG I day average comp strength>4000 psi 7000 psi 3-5"Slump; 3-6%Air 11/18/2025 32 13 13 Mix DesignChisholm Trail Redi Mix CTTX70AHES 2600 @24 hrs and/or 3000 @72hrs;4500@28 days 3-5" Slump; 3-6% Air 2/24/2026 3213 13 Mix Design Chisholm Trail Redi Mix CT75AHES 3000 psi @ 24 he= and 5000 psi @ 28 days 3-5" Slump; 3-6% Air 9/9/2022 321313 Mix DesignCow Town. Redi Mix 370-INC 4500 d 3-5"Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix DesignCow Toxm Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air 1/18/2023 3213 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix DesignEstrada Read Mix 4575AESC 4500 psi / 3000 sr 3 days3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Holcim/ Amrim 2125 5000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix DesignLiquid Stone C45lDHR-A 4500 psi 3-5" Slump; 3-6%Air 4/7/2023 32 13 13 Mix Design Martin Marietta R2161 K70 6000 psi / 3000 psi @ 24hrs. 3-5" Slump; 3-6%Air 2/10/2023 32 13 13 Mix DesignSRM Concrete 50310 5000 psi 3-5" Slump; 3-6%Air 2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days3-5" Slump; 3-6% Air 2/3/2026 32 13 13 Mix DesignSunrise Redi Mix 1477 3 dayaveragecom stren th>3000 psi 5500 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix DesignTarrant Concrete FW7520AMR 4500 psi / 3000 si (rJ 3 days 3-5" Slump; 3-6%Air 3/30/2026 32 13 13 Mix esign True it Redi Mix 370.230HES 4500 psi /3000 psi 24 hm 3-5" Slum.; 3-6%Air Class S (Bridge Slabs. Ton Slabs of Direct Traffic Culverts. Annroach Slabs) 2/24/2026 103 3000 Mix Design Chisholm Trail Redi Mix CT7020A With 20% Fly Ash 5000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cr- Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6%Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6"Slump; 3-6%Air 5/N2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5%Air 4/I/2023 32 1313 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air 8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6° o Air 4/ 15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slum; 3-6% Air 4/ 15/2024 32 13 13 Mix Design NBR Ready Mix I TX S-YY 4000 psi 13-5" Slump; 3-6% Air 4/5/2025 1321313 Mix DesignSRM Concrete 49150 With 20%FI Ash 4000 si 3-5"Slum ;3-6%Air 4/5/2025 32 13 13 Mix Desi n SRM Concrete 40350 4000 s 3-5" Slum : 3-6%Air 3/6/2026 03 30 00 Mix Desi SRM Concrete 45350 4500 psi 3-5" Slump; 3-6%Air 5/5/2023 132 13 13 Mix Design I SRM Concrete IDIO0008553CB 1 4000 psi 13-5" Slump: 3-6 % Air Concrete Base Trench Renoir 4/1/2023 10334 16 1 Mix Design Bumco Texas IOYli50BF 1000 psi Flowable; 8.5-11.5%Air 2/1/2022 033416 Mix Design Burnco Texas 08Y450BA 800 s 5-7"Slum.; 3-6%Air 12/19/2025 03 34 16 Mix Desi n Cow Town Redi Mix 330-SB 750 si 5.5-8.5" Slum ; 5-I5% 9/30/2025 10334 16 MixDesi Martin Marietta YN81O001 750 s 8-12" Slum ; 5-10%Air 12/26/20251033416 Mix DesignSRM Concrete 915 750 si Flowable; 3-6% Atr Controlled Low Strength Material (Flowahle Filll 2/7/2025 033413 Mix Design Bumco Texas OI Y690BF 100 psi Flowable; 9.5-11.5%Air 5/19/2025 413 Mix Desi. n Bumco Texas OIZ180AF 100 psi Flowable; 9.5-11.5%Air 11/18/2025 413 Mix Design Bureau Texas OIZ40113F SAND 25%MRWR 17%AIR FLOW FILL too s psi Flowable; 17+/-1.5%air 9/9/2022 033413 Mix Design Carder Concrete FWCC359101 50-150 3-5" Slump; 8-12% Air 9/9/2022 4 13 Mix Design Carder Concrete FWFF237501 50-I50 Flowable; 8.5-11.5%Air 8/4/2025 033413 Mix Desi n Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0%, Air 12/26/2025 033413 Mix Design Chisholm Trail Redi Mix. CTFWC'LSM 100-I50 s 5-7" slump; 8.5-I L5%Air 9/9/2022 4 13 Mix Design CityConcrete Company 1 I-350-FF 50-150 psi Plowable; 8-12 % Air 9/9/2022 4 13 Mix Design Cow Town Redi Mix 9 70 psi 7-9" Slump; 8-11%Air 9/9/2025 4 13 Mix Design Cow Town Redi Mix 10 Min 50 psi Min 9" Slump; ]0-20% Air 5/12/2025 34 13 Mix Desi Holum/ Amrim 3741 100 psi Flowable; 12.0-24.U%Air 8/4/2025 033413 Mix Design H.Ieim/ Annie 901 100 psi 9-11" Slump; 10-30% Air 8/14/2025 34 l3 Mix Design Holcim/ Amrize 904 150 s 9-11" Slump; 10-30% Air 2/27/2026 033413 Mix Design Holemn/ Aran. 3747 150 psi Flowable; 12.0-24.0% Air 9/11/2025 033413 Mix Design Martin Marietta FLOW25A 150 psi 8"-12" Slump; 10%Air 10/4/2023 3413 Mix Design NBR Read Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air 2/7/2025 033413 Mix Design SRM Concrete 910 150 s Flowable; 8-12%Air 12/26/2025 34 13 Mix Design SRM. Concrete 900 100 psi Flowable; 10.30% Air 9/9/2022 3413 Mix Desi Tarrant Concrete FWFF150CLSM 50-I50 si Flowable;8-12%Air Concrete Ri Ra 4/l/2023 31 3700 Mix Deaigu Mardi Marietta R2141030 4100 psi 3-5" Slump; 3-6% Air 4/1/2023 31 3700 Mix Desi n Martin Marietta R2146033 4000 psi 3-5" Slum : 3-6%Air Cement- Stabilized Sand CSS 11/21/2025 330510 Mix Desin Bumco Texas 04Z50013A SAND 20%MRWR 17%AIR FLOW FILL 250 p,a Flowable; 15.5-18.5%Air Asphalt Paving 9/9/2022 132 1216 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FTIBI39965 F"CIB139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Deai Austin As halt FTIB117.2 FTIB117.2 PG64-22 Type B Fine Base 5/1/2024 3212 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course 9/9/2022 32 l2 16 Mix Design Re olds As halt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 32 l2 16 Mix Design Reynolds As halt 1612B 1612B PG64-22 Type B Fine Base 4/4/2025 32 12 16 Mix Desi Reynolds As halt 2315E 2315B PG64-22 Type B Fine Base l2/5/2022 33 I2 16 Mix Design Sunmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base. 9/9/2022 32 12 16 Mix DesignSunmount Paving 341-BRAP6422ERC, 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 1216 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 T e B Fine Base 9/9/2022 32 12 16 Mix Desi TXBIT 44-211305-17 44-211305-17 PG64-22 T e B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 2I1305 (1757) 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix DesignTXBIT 64-224125-18PG 64-224125-18 PG70-22 Type D Fin, Surfaee 4/l /2024 32 I2 16 Mix Design I TXBIT 1344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface ( CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 Deteclahle )NAruin9 Surface 9/9/30_' 32 13 20 DWS - Pavers Pine hall Brink ( 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 - Com .site Armor Tile 9/9/2022 32 1320 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 10/16/2025 321320 DWS- Pavers EQUALTH.E EqualTile Brick Pattern Wet -Set Replaceable 10/16/2025 32 13 20 DWS - Pavers EQUALTH.E E ua1TOc Cast -In -Place Re lao.ble Silicone Joint Sealant 9/9/2022 132 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant Tremw 900SL 900SL - Cold Applied. Sin le I—— Silicone Joint Sealant ASTM D5893 9/9/2022 132 13 73 Joint Sealant Pecora 1300SL 300SL - Cold Applied. Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 132 1373 Joint Sealant Cmfeo I RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 ITti itv Trench Fmhedment Land 9/9/2022 3305 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 919/2022 3305 10 Embedment Sand Crouch Materials UtilityEmbedment 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 Dot Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand AST. C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 133 05 13 Manhole Frames and Covers A —Cast (Govind Steel Company, LTD) MHRC #220605 MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M366 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) NF-1743-LM (Hinged) (Size - 32" Dist.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundr NF-1930-30 NF-1930-30 (Size - 32.25" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-HV R-1743-HV (Size - 32" Dia.) ASTM A48 AASHTO M306 2/13/2026 3305 13 from l Manhole lid and Neenah Foundry Part number 101560 and 12940110 Size- 24" Die clear opening AASHTO M306 H-20 4/3/2019 33 05 13 Manhole Frames and Cov SIP Industries++ 2279ST 2279ST (Size - 24" Dia.) ASTM A48 AASHTO M306 019 3305 13 Manhole Frames and Cov SIP Industries++ 2280ST 228DST (Size -32" Dia.) ASTM A48 AASHTO M306 2020 r 33 05 13 Manhole Frames and Cov EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A E11033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 02433 OS ]3 �Ctrrb Cmb Inlet Covers SIP IndusMes ++ 22967 2296T (Size-***24" Dia.) ASTM A48 AASFTTO M306 2024 33 05 13 Inlet Covers SIP Industries++ 12179STN 12279STN Size - 24" Dia.) ASTM A48 AASHTO M306 rvore. nnnew aeveropmertrana rtew msrattanon ma.. —ass soon meerme.....r....penmg ragn—, span)reamutyapecr)rcanon-."nny smanrnp'—g saes—antyoe anonm)or—..gma..—roar regmrerepmremenr)rames... -vacs Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 334920 Curb Inlets Fonterra FRT-10.3-405-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 334920 Curb Inlets Fonterra FRT-I Ox3-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 334920 Cmb Inlets Fonterra FRT-1 Ox4.5-407-PRECAST** (Si,, - 10' X 4.5') ASTM C913 10/8/2020 334920 Curb I.Iets Fonterra FRT-1 Ox4.5A20-PRECAST** (Size - 10' X 4.5') ASTM C913 I0/8/2020 333920 Manhole Fonterra FRT-4X4-409-PRECAST-TOP(Size -4'X4') ASTM C9l3 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 10/82020 333920 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 10/8/20201333920 Manhole Fonterra FRT-6X6-41 I -P RECAST -BASE (Size - 6' X E) ASTM C913 3/19/2021 334920 Curb Inlets Thompson Pipe Group TPG-1 OX3-405-PRECAST INLET"* (Size- I O' X 3') ASTM 615 3/19/2021 334920 Curb Inlets Thompson Pipe GroupTPG-15X3-405-PRECAST INLET** (Size - I5' X 3') ASTM 615 3/19/2021 334920 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe GroupTPGAX4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe GroupTPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe GroupTPG-4X4-412-PRECAST 4-FT RISER (Size- 4' X 4') ASTM 615 3/192021 33 39 20 Manhole Thompson Pipe GroupTPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size- 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size- 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pie Group TPG-6X6v41 I -PRECAST TOP (Size - 6 X 6') ASTM 615 3/19/2021 133 3920 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pie Grou TPG-6X6-412-PRECAST 6-FT RISER (Size- 6' X b'). ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - TX T) ASTM 6t5 3/19/2021 33 39 20 Manhole Thom son Pie Group TPG-7X7-411-PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7412-PRECAST 4-FT RISER (Size- TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pie Group TPG-8X841I-PRECAST TOP (Size - 8' X 8') ASTM 615. 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 I -PRECAST BASE (Size - 8' X 8') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pie Group TPG-8X8-412-PRECAST 5-FT RISER Size- 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 3/192021 33 49 20 Drop Inlet Thompson Pip. Group TPG-5X5-408-PRECAST INLET (Size- TX 5') ASTM 615 3/19/2021 1334920 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6) ASTM 615 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole.(Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast Tx 8' Storm Junction Box (Size - 5' X 8') ASTM C478 828/2023 3349 10 Manhole 01,ha sile Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 33 49 10 Manhole Oldcaatle Precast 5' x 5' Storm Junction Box (Size - TX T) ASTM C478 W28/2023 33 49 10 Manliole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 3349 10 Manhole I Oldeastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8') ASTM C478 828/2023 3349 10 Manhole I Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size -4' X 4') ASTM C433 i FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 03/31/2026 t Art - Mt, Dec - do erle CM Snrririrntinnc 1 Description I Design ...Storm Sewer - Jnict & Structures Confines 8/28/2023 33 3920 Curb Inlet 10'x 3' Riser Thom son Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-.16 8/28/2023 33 3920 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thom son Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4') ASTM C913 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5') ASTM C913 t/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 l/ 1912024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MB (4' MH on the top of 5' 1B) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 1 Precast 6'x6' Storm Junction Box ASTM C913 l/ 19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of G JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pie &Products Precast 8'x8' Sturm 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 Two e C Storm Drain Manhole on Box (4' MH on the top ofRCB) ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 100 Precast- (Size 1(' x 3') ASTM C913 7/ 16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 150 Precast** (Size 15' x 3') ASTM C913 "'Noce: Pre-rnsr in/enu.¢ ovvroveAjorthe crag¢ IPu,rion ojrb¢ mucrure @asin) nnty. Sorge upnrrion njrhe murrure are requ;red m be con in -place. No ucepnon. ra thin regriremrntxhall h¢ alloweA. Storm Sewer - Pines & Boxes 33-05-13 4/9/2021 3341 13 Storm Dmin Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2981 & 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 Pi &Products Reinforced Concrete Box Culvert (size- Various)) ASTM C 1433.0 1577 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Gronve Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/19/2023 3341 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM C1433,CI577 4/ 12/2024 3341 10 Storm Drain Pipes Thompson Pipe GroupReinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various) ASTM C76, C506 6/25/2024 3341 10 Culvert Box Oldeastle Reinforced Concrete Box Culvert ASTM C1433,C1577 6/25/2024 13341 10 Storm Drain Pipes Oldcaute Reinforced Concrete Pipe Tongue and Groove Joint Pi e* (Size Various ASTM C76. C506 Revision Comments (1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (4-32025) Bigtovm Concrete updated Mix ID's (4-5-2025) 03 34 13 CLSM specification (11 26-2025) Removed Gilco-site, batch plant Monthly New Entirea. FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3116) 07/23/97 3305 13 Urethane Hydrophilic Waterstop Asahi Kogyo KK. Adeka Ultra -Seal P-201 ASTM 132240/134 t2/D792 04/26/00 3305 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for N Diam, MR. Press -Seal Gasket Corp' 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adjustment Rin s Ladtech Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 330513 Manhole External Wrap Canusa - CPS Wra idSesl Manhole Encapsulation Stem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 1 Fiber lass Manhole Fluid Containment Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 33 39 13 Fiber lass Manhole L.F. Manulketurine Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers I Western loon Works Bass & ova Foundry 1 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Form R-1272 ASTM.A48 &AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Co oration MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 3305 13 Manhole Frames and Covers Neenah Castro 24" dia. 10/31/06 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7125/03 3305 13 Manhole Frames and Covers Saint-Gobain Pi .lines Pamrex/rexus RE32-R8FS 30" Dia. Ol/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. I t/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MHI651 FWN & MHl6502 30" Dia 07/19/11 3305 13 30" Dia. MH Ring and Cover Star Pie Products MH32FTWSS-DC 30" Die 08/10/] 1 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty -with Gasket Ring 30" Dia 10114/13 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable East Jordan Iron Works 30" ERGO XL Assembly with Cam Lnek/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01 /17 3405 13 30" Dia. MH Ring and Cover (Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" ➢ o. MH Ring and Cover Hinged & Lockable) CI SIP Industries 4267 WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 3305 13 30" Dia. MH Rim,and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Fling 30" Dia. 10/07/21 1 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 3305 13 Manhole Frames and Covers Neenah Caging 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Has Foundry 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP Semm ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 3339 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item 949 ASTM C 478 48" 3339 10 Manhole, Precast Concrete Wall Concrete Pip. Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole. Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" no 12105/23 3339 10 Manhole Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 3339 10 Manhole, Precast Concrete Oldeastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" to 84" I.D. 06/09/ 10 3339 10 Manhole. Precast Reinforced Pol er Concrete US Com osite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole Precast Concrete Forterm Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterm Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole Precast Reinforced Polymer) Concrete Arnn000ck 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" &60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast Reinforced Polymer) Concrete P3 Polymers, Rockilardse 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Polymer) Concrete Amitech USA Me er Pol erete Pi 02/04/26 333 20 Manhole Precast Concrete Thompson Pi a Group 48" 60" 72" I.D. Manhole w/36" Cone Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std. MH cannot be 1 Wastewater Access Chamber T Quickstream Solutions Inc.. Type 8 Maintenace Shaft Poo it installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials Inc. Relmor MSP EI-14 Manhole Rehab Systems AP/M Permaf rn 4/20/01 E]-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System Liner Tri lex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Spmyroq, Spray Wall Polvurcthmm Comma ASTM D639/D790 12/14/01 Coating for Corrosion rotection Exterior ERTECH Series 20230 and 2100 (Asphatic, Emulsion Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, S1BB, Sl, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 3920 Coatingfor Corrosion otecdon Exterior Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 02/04/26 Exterior Precast Joint Seal Wra p idaud Exterior Sealant Tape/Shrinkwrap Dues not replace rubber gasket or Ram-Nek Water & Sewer - Manhole Inserts - Field Operations Use Only Rev 2/3/16 3305 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. TeffiuLok - Stainless Steel For 24" dia Water & Sewer - Pioe Casine Soacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/97 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers UP to 48" 05110111 Stainless Steel Casing Spacer Powerseal 4810 Powerohock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spaeer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non pressure Pipe and Grouted Casing 03/29/22 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 3305 13 Casing Spacers Raci (Completely HOPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" theu 30" 08/24/ 18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C 150, C 151 4" thru 30" " 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 a 33 it 10 Ductile Iron Pipe Mc Wane Cast Iron Pipe Co. A W WA C150, C 151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25/02 E oxy Lining System Sauercisen, Inc SewerGard 210RS LA Count #210-1.33 12/14/01 E o Linin 5 em Enoch Technical Coatings Ertech 2030 and 2100 Series. 04/14/05 Interior Ductile Iron Pipe Coating Ind— Protecto 401 ASTM 13-117 Ductile Iron Pie Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791. S1H8 Sl S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.ILL USA, Inc. D025LTP02 Com osite Body) 2" Sewer - Pipes/Concrete E 1-04 Conc. Pipc, Reinfnrced Wall Concrete Pie Co. Inc. ASTM C 76 EI-04 Conc. Pip-, Reinforced Hydro Conduit Corporation Class III T&G SPL Item #77 ASTM C 76 E1-04 Conc. Pipe. Reinforced Hanson Concrete Products ASTM C 76 E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. .ASTM C 76 Sewer -Pipe Enlar¢ment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene RIM Corp., Piscam Way, N.J. Approved Previously McConnell systems McLat Construction polyethylene Houston,. Texas Appyrowd Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer- Pioe/Fiber&ass Reinforced/33-31-13(1/8/13) 7/21 /97 3331 13 Cent. Cast Fiberglass FRP Hobas Pie USA Inc. Hobas Pie on -Pressure ASTM D3262/D3754 03/22/10 3331 13 Fiber lass Pi FRP Ameron Bendstrand RPMP Pipe ASTM D3262ID3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe FRP Thompson Pipe Group Thompson Pip. Ftowtite ASTM D3262/D3754 03/07/23 3331 13 Fiberglass Pie (FRP) Future Pipe Industries Fiberstron FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 09/03/24 3331 13 Fiberglass Pipe (FRP) Superlit Bom Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AW WA C950 " From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/POlypler Pipe 4/14/05 Pol er Modified Concrete Pie Amitech USA Moyer Pol Crete Pipe ASTM 03, A276, F477 8" to 102", Class V 06/09/10 El-9 I Reinforced Polymer Concrete Pie US Com. osite Pie Reinforced Palmer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) ffigh-d—ity rolvethy1cru, pipe Philli s Drisco i e, Inc. O ticure Ductile Polyethylene Pipe ASTM D 1248 8" Hi h-d—it, polveth,le.. nice Plexco Inc. ASTM D 1248 8" Hi h-densi[polyethylene i PollyPipe, Inc. AST. D 1248 8" Hi h-densi of oth lene i CSR Hydro Conduit/Pi eline S cros McConnell Pipe Enlar ement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02111 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AW WA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AW WA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pie 1-M Manufacturin Co. Inc. JM Eagle) SDR-2"PS!15 ASTM D 3034 4" - 15" 12/23/97• 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 PSI III ASTM D 3034 4" thru 15" 33-31-20 PVC Sewer Pie Lamson V lon Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin (tech PVC Pie SDR-26 (PSI 15) ASTM D3034 4" th. 15" 12/05/23 33-31-20 PVC Sewer Pie Vin ttech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 1-M Manufacturing Co Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Hare. SDR-26 PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" ` 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fin. s ASTM D 3034 3/19/2018 1 33 31 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 S 115 ASTM F679 18"- 24" 3/19/2018 3331 20 PVC Sewer Pie Pi elite Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 3331 20 PVC Sewer Pie NAPC Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pie Sanderson Pi a Co . SDR 26 ASTM D3034 4"- l5" 10/21/2020 3331 20 PVC Sewer Pie NAPCO Westlake SDR 26 PS t 15 ASTM F-679 18"- 36" 2/4/2026 33 31 20 PVC Sewer Pie Hawk Plastics Corp. SDR 26 ASTM D3034 4"- 15" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Anaurtenances 33-12-10 (07/Ol/13) 09/03/24 33-12-10 Double Strip Saddle Ford Meter Box Co., Inc. 202B 1 "-2" SVC,. up to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Rome 202NS N lon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon, Coated Double Strap Saddle 07/23/12 33-1240 Double Strap Service Saddle Mueller Company DR2S Double SS Strap DI Saddle AWWA C800 1"-2" SVC up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Po -seal 3450AS, Incl. Corp. Stop Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC a to 24" Pipe 10/27/87 Curb Stops -Ball Meter Valves McDonald 6100M,610OMT & 61OMT 3/4" and 1" 10/27/87 Cub Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M I Y" and 2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11444-WR-NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Mueller Co:, Ltd. B-25000N, B-24277N-3, B-2020ON-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSFNSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co. Ltd. B-25000N,. B-2020ON-3, B-24277N-3,H- 15000N, H-14276N H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-2020ON-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" Ol/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries Inc. #406 Double Band SS Saddle 1 "-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve Coated Steel JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve Coated or Stainless Steel. JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve Stainless Steel Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U P to 42" w/24" Out 02/29/12 33-12-25 Tappiru, Sleeve Stainless Steel Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Om 02/29/12 33-12-25 Tapping Sleeve Stainless Steel Roma. SST III Stainless Steel AWWA C-223 Up to 30" w/l2" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Comosite Lid DEW Plastics lnc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Com osite Lid DEW Plastics Inc. DFW39C-12-IEPAF FTW 01/30/01 Plastic Meter Box w/Com osits Lid DEW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dua1 1416 LID-9 Concrete Meter Box Bass & Has CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 Ol 08/13 ' E I-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A t" & 2" E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1 /2", 1" & 2" E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C #145C and #147C 1 ". 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01115/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American -Darling Valve Drawing Nos. 90-18608 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Bartel Fire H dram Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 EA12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435 D20436 B20506 AWWA C-502 E-1-12 Dry Bsrrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire H dram Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 Et-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pi e & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Bartel Fire Hydrant American Flow Control (AFC) Water- Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ East Jordan Iron Works WaterMaster 5CD250 Water - Meters 02/05/93 El1-5Detector Check Meter Ames Commmv Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701Class 3/4"-6" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pi es/PVC Pressure Water 33-31-70 01/08/13 12/05/23 33-I1-12 PVC Pressure Pie Vinitech PVC Pie DR14 AWWA C900, AWWA C605, ASTMD1784 4"-16" 12/05/23 33-1.142 PVC Pressure Pie Vln (tech PVC Pie DRI8 AWWA C900, AW WA C605, ASTM D1784 09/03/24 33-I1-12 PVC Pressure Pie Northern Pipe Products DR14 AWWA C900,.AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Produ ts DRI8 AWWA C900,.AWWA C605, ASTMD1784 16"-18" 3/19/2018 331112 PVC Pressure Pie Pi elite Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi elite Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-l2" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-I6 UL 1295 ANSI/NSF 61 FM 1612 4"-28" 12/6/201 R 33 1 1 12 PVC Pressure Pipe 1-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSJ/NSF 61 FM 1612 l6"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16'-24" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 t 1 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- IT Water - Piues/Valves & Fittinus/Ductile Iron Fittings 33-11-11 t01/08/131 07/23192 EI-07 Ductile loon Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & Cl10 E 1-07 Ductile Iron Fittings Griffin Pipe Products Co. Mechanical Joint Fittings AWWA C 110 E1-07 Ductile Iron Fittings McWane/T ler Pi Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C I53, C I10, C I1 I 09/11/98 E 1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Ate—st Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan Uni-Flange Series 1400 AWWA C111/C153 4"to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flrope Uni-Flange Series 1500 Circle -Lock AWWA Cl I1/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA C 11I/C 116/C 153 4" to 12" 02/29/12 33-11-I1 Ductile loon Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C 11I/C116/C 153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLC4-SLC10 AWWAC111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLCS4-SLCS12 AWWACIII/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands PVC Si to Co. Sigma One-Lok SLCE AWWA Cl I J/C153 12" to 24" 08/10/98 E1-07 MJ Finings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E 1-24 Interior Restrained Joint System S & B Techneial Products Bulldog System ( Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 04/07/69 Interior Restrained Joint System Bolter Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, D1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries Sersm ore Mechanical Joint Fittings AWWA C 153 4" to 24" 1 I/07/16 33-I1-1I Mechanical Joint Retainer Glands Star Pipe Products Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI1I 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pie Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries Scram or EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CI 11 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Surrupore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AW WA CI l I 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 PVC Pipe ASTM A536 AWWA CI 11 16"-1" ' From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - PipesNalves & Fittings/ResWent Seated Gate Valve* 33-12-20 (05AL 5) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 SD 94-20255 AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516SO 94-20247 AWWA C515 16" 10/24,00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 Ductile Iron AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seated GV AWWA C509 4" to 12" 01/24/02 EI-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennel 4" - 12" E1-26 Resilient Seated Gate Valve M&H 4" - 12" E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SO 6647 AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" SD 6709 AW WA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA ('515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/29/89 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4"-12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV SD D-20995 AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SO D-21652 AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" Note 3 05/08/91 EI-26 Resilient Seated Gate Valve Stcekham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" EI-26 Resilient Seated Gate Valve U.S. Pipe and Forturtry Co. Me -seal 250, re uvcments SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ East Jordan Iron Works) EJ Flowki—, Gate Valve & Boxes Remove Marco 225 MR 24-26 Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) EI-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"14" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK Cam an AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" 02/04126 331221 Rubber Seated ButterflyValve Mueller Water Products Pratt XR-70 W/Segmented Seats AWWA C-504 24"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 EI-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWAC105 Emil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-I1-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 1 Water Sampling Station Ku f le Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller H droguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as pan ofthe Construction Contract Documents, the requirements ofthe Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval ofthe specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is em the Fort Worth Water Department's Standard Products Yellow Highlight indicates recent changes ' From Original Standard Products List