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HomeMy WebLinkAboutContract 58626-PM1E OF 0 KARTAVYA S. PATEL j j Ta %. 97534 .; CSC No. 58626-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF VETERINARY EMERGENCY GROUP 6201 CAMP BOWIE BLVD. IPRC Record no.: IPRC22-0043 City Project No.: 104022 FID No.: 30114-0200431-104022-E07658 File No.: K-2958 X-File No.: X-27299 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson Director Transportation and Public Works Prepared for The City of Fort Worth 2022 Triangle Engineering LLC TBPE registration # 11525 1782 W. McDermott Drive, Allen, Texas 75013 Tel:469-331-8566 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 01/02/2011 00 42 43 Proposal Form Unit Price 05/22/2019 00 13 13 01/02/2011 00 45 11 Bidders Prequalification's 04/02/2011 00 45 12 Prequalification Statement 09/01/2015 0015 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT VETERINARY EMERGENCY GROUP CITY PROJECT NO: 104022 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents "NONE" Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 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 31 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Medifie-ation0 o Existing Concrete Structures 12/20/2012 Division 26 Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Gorainunioacm7zz Multi Duet Conduit 02/26/2016 Division 31- Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 33 23 gefFew 01/28/2013 31 21 00 Emvb k ITN x\t 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Ripfap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Tcaypontri- Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 ?2, Cement Treated Base Courses 12/20/2012 32 11 �7 Liquid Tr atod F4x1 Etthiliz r 08/21/2015 32 12 16 A*'a2t g 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT VETERINARY EMERGENCY GROUP CITY PROJECT NO: 104022 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 12 73 A3p, 1.t Iiv;ing Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 11 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/01/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast in Illwe Concrete Retaining Walls 06/05/2018 32 9!_ 19 Topsoil Placement and Finishing of Parkway;, 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 BypaGg llrnfrrng-f E 7ting Eewcr Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Pr tect;or System 12/20/2012 33 01 30 Temporary Water Services 07/01/2011 33 01 10 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 01 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water L c Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel U jr'lat-e 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 I -kid Tunneling 12/20/2012 33 05 24 Ino alkt on of Carrior Pirciii Casing o, Tunml liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 ?2, 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 Concrete Preays Np;,, Bar Wrapped, Steel Cylinder Type 12/20/2012 ?2, 11 11 Buried Steel Pipo and Fittergs 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT VETERINARY EMERGENCY GROUP CITY PROJECT NO: 104022 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4of5 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 33 12 21 AWWA Ru *c Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Eoinb,ina/cion Air Valve Assci lni fcx i ki Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2011 33 12 50 Water Fir)c Stations 12/20/2012 33 12 60 Standard Blow off Valve .4cecioAl►hj 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity C ni rj Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity C iti y Sewwer 12/20/2012 Pipe 33 31 22 Sanitary Sewer Fair Trning 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 01/26/2013 33 31 70 Eoinb,ina/cion Air Valve fo £ avii arj Sewer Force Mains 12/20/2012 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 3910 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sower Pipe/Culverts 07/01/2011 33 41 11 Rigk Dwoity Polyethylene (HDPE) Pipe for Storm Drck4 12/20/2012 33 41 12 Reinforced Polyethlene (Fl3DE) Pi;e 11/13/2015 33 16 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Draiiio 07/01/2011 33 46 02 Trenc& D,aim 07/01/2011 33 19 10 Cast in Place Manholes and Junction Boxes 12/20/2012 33 19 20 axe Drop Inlets 12/20/2012 33 49 40 SIorm Dpaimge Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 31 11 10 Traffic Signals 10/12/2015 31 11 10.01 Attachment A Controller Cabinet 12/18/2015 34 41 10.02 Attachment B Contrr Zi £ooif cation 02/2012 34 41 10.03 Attachment C Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffiv Fish 12/20/2012 34 41 15 Rect gulx Fk d Flashing Beacon 11/22/2013 34 41 16 Pedaltim Hybrid Signal 11/22/2013 34 41 20 Roadway Illucration Assemblies 12/20/2012 31 11 20.01 Artoril. L D .%ad LyarA\k iras 06/15/2015 31 11 20.02 Freeway LED Roadway L'a: &airs 06/15/2015 34 41 20.03 Residontial LED Roadway 12.; irr.�irrs 06/15/2015 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT VETERINARY EMERGENCY GROUP CITY PROJECT NO: 104022 Revised March 20, 2020 34 41 30 31 11 50 34 71 13 Appendix GC 4.01 GC 1.02 GC 4.✓1 GC 4.06 GC 6.0E.B GC 6.07 GC-6.09 GC €.21 GR-01 60 00 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 A1u i i �gr� 11/12/2013 Single Mode Fiber Optic Cable 02/26/2016 Traffic Control 11/22/2013 Availability of Lands g'jbcurface and Physical Conditions T..k.derground Fug-‘lties Hazardous Environmental Condition at Site Minority and Women Owned B ithxoa Enterprise Compliame Wage Rates Permits and Utilities Ncmdisefinlinatien Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECT VETERINARY EMERGENCY GROUP CITY PROJECT NO: 104022 Revised March 20, 2020 UNIT PRICE BID Bldltst hem No 1 6" Water Carrier pipe 2 1 1r2" Water service 3 1" Water Service 4 6" Gate Valve 5 Trench Safety 5 Kill tap SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Prolecl Item Information Description Bidder's Application Specification Unit of I Bud Section No Measure Quantity Bidder's Proposal Unit Pruce I Bid Value I INIT I: WATER IMPROVEMENTS 3305.2001 LF 13.17 $48.00 $632 16 3312.2103 EA 1 $1,993.14 $1,99314 3312.2003 EA 1 $1,027.66 $1,027 66 3312.3002 EA 1 $1,064.88 $1,064 88 3305.0109 LF 17.17 $1.12 $19 23 241.1010 EA 1 $750.00 $750 00 TOTAL UNIT I: WATER IMPRf1VEMENTS $5,487 07 CrRYOF FORT WORTH STANDAR1)Cu .NITRLIMON SPEC IICATItRV D(1. I1ME:NT%• /W.VI:LOPE R Awn RDE D PRt at So Fomr vrrtion Ata, 22.2019 1 on 4. 4? Ral Proposal I]AP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item No Project Item Information Description Bidders Propt_I ISpecification Unit of Bid Section No I Measure Quantity Unit Price B d VaILe UNIT II: SANITARY $ ;}NER IMPROV J4AENTS 1 4' Manhole 3339 1001 EA 1 $3,849.35 $3.849.35 2 6" Sewer pipe 3331 4108 LF 11.66 $13.54 $157 88 3 Trench Safety 3305 0109 LF 11 66 $1 12 $13 06 4 Manhole Vacuum Testing 3301 0101 EA 1 $174.87 $174.87 6 Post -CCTV Inspection 3301 0002 LF 11.66 $1 95 $2274 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $4.217 89 UNIT IV: PAVING IMPROVEMENTS 1 IRemove Sidewalk 241 01 SF 89 71 $2.84I $254 78 2 4" Concrete sidewalk 3213 0301 SF 89 71 $5.41 $485 33 3 Utility Service Surface Restoration Seedino 3292 0201 SF 101 $0 60 $60.60 TOTA1. UNIT IV: PAVING IMPRAVFMFNTS $800 71 CITY og V RT WokIll STANI)ARI)CL)NSTRUCTI iN SPEC IVILATItx1 Dtx:Uh1t:NTti-DINED IPI:R AWARDED PR4 MELTS h'mt Vci.wm Mar 22. 2010 UM • RIn PR(Pu5A41. I'ayc 2.14 r on 42 41 Rid Pineosal_DAP • 42 41 DAP - 61r) PRt )P4 P,ALL Page i.4i SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project hem Information Bieders Praposa: Bist Specification {'n r ofBir_ Item BlastDescriptionSection No Section No I Meas..e I Qrrani u5 4NIT V: STREET LIGHTING IMPRO' MENTS 1 Fumish/lnstall 10'-14' Washington Standard 3441 3037 EA 11 $2.938.36 532 321 96 2 Rdwy Ilium Assmbly TY 18, 18A,19 =, and D-40 3441 3003 EA 2 $2.464.91 $4,929 82 3 Ground Box Type B, w/Apron 3441 1502 EA 6 $435.57 $2.613 42 4 2' Condt PVC SOH 80 (T) 2605 3015 IF 1912 $9.50 $18 164.00 5 Fumishllnstall Elec Sent Pedestal 2605 0111 EA 1 $5 354.00 55 354 00 6 Rdwy Ilium Foundation TY 3,5,6 and 8 3441 3302 EA 2 51 129.98 $2.259 96 7 Rdwy Ilium Foundation TY 7 3441 3303 EA 11 $811 01 58.921.11 'MAL. I MIT V' STREET LIGHTING IMPROVEMENTS $74 564 27 crrv or Foltt w.Rtll ,STANDARD CONSTRUCTION SPEL CFR.AT01N t)t totiseNTs -nl v]tL,tN:R AWARDED PRIM:CTS Form Ve.eon w. 22. 2019 .; air P;se I B.d Value 1 An 4! 41 t4a1 Yr.>p's.l 1)AP SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bldiot Item No Project Item Information Bidder's Proposal Description Specification Unit of Bid Section No I Measure I Quantity Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: Embree Construction Group, Inc. 4747 Williams Drive Georgetown, TX 78633 Contractor agrees to complete H ORK for FINAL ACCEPTANCE within CONTRACT commences 10 run as provided in the General Conditions t:tT Y of finis wi airi t s7ANDARI)4.iiNSTRIICTI[it sr1:CIFlI'AT11101 Dr a:UMFNTS • DI:VE:LiiWR AWARDED PRI)A:cTs Form Vcsion May 22, 2019 Total Construction Bid BY: Beth Unit Price I Bid Value $5,487.07 $4.217.89 $800,71 TITLIfVic esident, Retail Services Division DATE: 7/2022 $74.564.27 $85,069.94 35 working days after the date when the END OF SECTION Ir 42 44 DAP • RID PRI IN /SAL Page 4 of 4 + Is_ 4:41 13w11'rnt.e LIMP DocuSign Envelope ID: 6595A496-3E6D-4111-A80E-B630D00198A1 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Type" box provide the complete maior work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Prequalification Company Name Expiration Date Water & Sanitary Sewer Improvements: Day Services, LLC June 30, 2023 Underground Utilities (Sanitary Sewer & Water) Sidewalk Improvements: Com Crete August 31, 2023 Remove & Reconstruct Sidewalk (89.71 SF) Street & Pedestrian Lighting Improvements: Bean Electrical March 12, 2023 11 Furnish/Install 10' Washington Standard 2 Rdwy Ilium Assmbly TY 18, 18A,19, and D-40 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Embree Construction Group, Inc. 4747 Williams Drive Georgetown, TX 78633 BY: Beth McCracken ,—DocuSigned by: Tu, (t( VaGCLlt ‘s---17F474B753574DB... (Signature) TITLE: Vice -President DATE: 12/08/2022 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 4.0045 12_Prequalification Statement 2015_DAP (002) Form Version September 1, 2015 004S2&• I CONTRACTOR COMPLIANCE 1VtTII WORKER'S CO)IPLNS.VI [ON I.,111 I'.tgc I of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 104022. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Embree Construction Group, Inc. 13 Company 14 15 4747 Williams Drive 16 Address 17 18 Geo_letown, TX 78633 19 City:Stake/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT By: Sivnatu Title: Ve President (Please Print) 25 26 BEFORE ME, the undersigned authority, on this day personally appeared 77 Beth McCracken , known to me to be the person whose name is 28 subscribed to the foregoing instrument, and acknowledged to me that he./she executed the same as 29 the act and deed of for the purposes and 30 consideration therein expressed and in the capacity therein stated. 31 3 33 VEN UNDER MY HAND AND SEAL OF OFFICE this L day of (9_5 34 , 2 36 Alexandra Foster 35 37 *; My Commission Expires •2f151202t3 Notary Public in and for the State of Texas Notary ID 38 133590390 39 40 END OF SECTION CI FY OF FORE 1`rowrii STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Re+iscd April 2, 2014 I'� rerinart LmerQe•nct Group Proje r .Vo. 1(14112 2 005243-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on day of February 2023 is made by and between the 4 Developer, Veterinary Emergency Group, LLC, authorized to do business in Texas ("Developer") 5 , and Embree Construction Group, Inc., authorized to do business in Texas, acting by and through 6 its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Veterinary Emergency Group 16 City Protect No. 104022 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 35 working calendar days after the 23 date when the Contract Time commences to run as provided in Paragraph 12.04 of the 24 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer Zero Dollars ($0.00) for each day that expires after the time specified in 35 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Veterinary Emergency Group City Project No.: 104022 005243-2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of eight -four thousand, two hundred and seventy-one 39 35/100 Dollars ($84,271.35). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker's Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Veterinary Emergency Group City Project No.: 104022 005243-3 Developer Awarded Project Agreement Page 3 of 4 74 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, bv anv act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 bv anv act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 Veterinary Emergency Group City Project No.: 104022 005243-4 Developer Awarded Project Agreement Page 4 of 4 115 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 124 125 Contractor: Embree Construction Group, Inc. By: racken (Printed Name) Title: Vice President Embree Construction Group, Inc. Address: 4747 Williams Drive Georgetown, TX 78633 Date 'A Developer: _Veterinary Emergency Group, LLC By: Jonathan Walker (Signature) (Printed Name) Title: Chief Financial Officer Veterinary Emergency Group, LLC Address: 44 S. Broadway White Plains, NY 76102 Date CITY OF FORT WORTH Veterinary Eilteigency Group STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CO Project No.: 104022 Revised June 16, 2016 Veterinary Emergency Group, LLC 44 S. Broadway White Plains, NY 10601 (917) 434-5367 Letter for Delegation of Signatory Authority October 25`11, 2022 City of Fort Worth, TX Development Services Depai Lment Contract Management Office 200 Texas Street Fort Worth, TX 76102 RE: Delegation of Signatory Authority City Project Number: 104022 IPRC Project Number: 22-0043 Dear Jennifer L. Ezernack, CPT This is to notify you that the following individual has signature authority as Chief Financial Officer of Veterinary Emergency Group, LLC. for development applications, contracts, and agreements requested by the City of Fort Worth related to the development of the property located at 6201 Camp Bowie Blvd. Fort Worth, TX 76116 with regard to CPN 104022. Name: Jonathan Walker Title: Chief Financial Officer Sincerely, Jonathan Walker, CFO Veterinary Emergency Group, LLC. 44 S. Broadway White Plains, NY 10601 THE STATE OF f C\\.\\.I COUNTY OF �I\Itl'f l BEFORE ME, the undersigned authority, on this day personally appeared Brett Holloway, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the Chief Financial Officer of Veterinary Emergency Group, LLC for the purposes and consideration therein expressed and, in the capacity, therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 29th`h day of July 2022. Notary Public in and for the State of Morgan Bisceglia Notary Public, State of New York No. 01 BI6384190 Qualified in Westchester County Commission Expires December 3, 2022 006213-1 PERFORMANCE BOND Page I of 3 1 PART 1- SECTION 00 62 13 2 PERFORMANCE BOND BOND NO.:022235277 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Embree Construction Group, Inc. known as 9 "Principal" herein and Liberty Mutual Insurance Company , a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 1 i "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Veterinary 12 Emergency Group, LLC, authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the penal sum of, eighty-five thousand, and 14 sixty-nine 94/100 Dollars (S85,069.94), lawful inoney of the United States. to be paid in Fort 15 Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly 16 unto the Developer and the City as dual obligees. we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community 20 Facilities Agreement, CFA Number 22-0114; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the loth day of October , 20 22 , which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Veterinary Emergency Group. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perfonn the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31.2012 rerernra►y Emergency Group Cny Project Na.: 104022 42 43 44 45 I dote. • 46 lfsibned From by an o 47 the b --cer Sure , y:iaws ho ofthe u tY s Physi s wi S sure addl. at tins • Comp 2 PROVIDED Fv 3 Won/ Tarrant bounty,' Texas RT�ER} that ifany j Division. °r the Unit1 ed ted States District action be filed ���FoR�t,��0062 t t.2 This bo trict Co on this Bocr aNa P 2 or 6 accordance Government is t Wade and executed Court for the Northern District tS d, venue shall �� 3 t ode, cuted i to ccordsnce with the n co nct o f Texas, Fort 7 provisions ofnd id' and all liabilities with the provisions ro . g !'tT said statue tlrt�es vision this instrument b WITNESS on this 6o sod te, ,. r g bond shall be 2253 of the duly authorized ttt ERE pFt the Principal deterrrrined i hori �, n 2p� agents and officers and the Surety have on this the �4th SIGNED and SEALED day of F�uar �. A�EST stoPrincp i Ct1'vOF gNo'�RD CT u'onTi� 10 11 12 13 /4 ►5 ►6 17 /g 19 20 (Principal) 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 nness a. to S t ty (Canel►ia ,Doss, Secretary) try e from is autho ust be on f/ Revised �"' at ���atT t°Ns -DEVELOPER dress, b such obl extract RR AWARDED PROJECTS EPk/NC/PAL: st Address: 4747 Ltb�ET r' rt Mutual Insu_ .. /3 1': ce Co"'�a Title illta Drive ti0 ro„ . I 633 Signature Kenneth ty hlttsche, Att Name and Title orney.In'Fact Address, 1001 4th Ave nuet e q 9;154 cite 3800 'Telephone Number: 20 . \23- cal ess is differ eat po hahs there mailing ad tY to sign ea certified oth must be Provided. If t e7erfipaty eN tergencProver, Va. / qy2 006213-3 PERFORMANCE BOND Page 3 of 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 Veterinary Emergency Group Cfry Project No.: 104022 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 00 62 14 - I PAYMENT BOND Page I of 3 BOND NO.: 022235277 KNOW ALL BY THESE PRESENTS: 8 That we, Embree Construction Group, Inc. , known as 9 "Principal" herein, and Liberty Mutual Insurance Company , a 10 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, Veterinary Emergency Group, LLC, authorized to do business in Texas 13 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 14 sum of EIGHTY-FIVE THOUSAND, AND SIXTY-NINE 94/100 Dollars ($85,069.34), lawful 15 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 16 payment of which sum well and truly be made jointly unto the Developer and the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns. I8 jointly and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community 21 Facilities Agreement, CFA Number 22-01 14;and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 10th day of October , 20 22 , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Veterinary Emergency Group 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Veterinary Emergency Group City Project No.: 104022 00 62 14 -2 PAYMENT BOND Pugc 2 of 3 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 24th day of 6 February , 20 23 7 PRINCIPAL: Embree Construction Group, Inc. 4747 Williams Drive, Georgetown, TX 78633 ATTEST: BY: (Principal) Sectary Witness as to Principal ATTEST: (Surety) Secretary (1r.n000hOnegil itness as to Surety(Canellia Doss, Secretary) tbr Naoi�nd Title Address: 4747 Williams Drive Georgetown, TX 78633 SURETY: Liberty Mutual Insurance Comvanv BY: _,,LP2/2,451h Signature Kenneth Nitsche, Attorney -In -Fact Name and Title Address: 1001 4th Avenue, Suite 3800 Seattle_ WA 98154 Telephone Number: 206-473-6210 8 9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. if Surety's physical 11 address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OE PORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revrsed January 31.2012 1•ererinary Emergency Grog City Propecr No.: 104022 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31.2012 006214-3 PAYMENT BOND Page 3 of 3 Veterinary emergency Group City Project No.: 104022 006219-1 MAINTENANCE BOND Page I of 3 SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Embree Construction Group, Inc. , known as 9 "Principal" herein and Liberty Mutual Insurance Company , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Veterinary 12 Emergency Group, LLC, authorized to do business in Texas ("Developer") and the City of Fort 13 Worth, a Texas municipal corporation ("City"), in the sum of eighty-five thousand, and sixty- 14 nine 94/100 Dollars ($85,069.94), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obligees and their successors. we bind ourselves, our heirs, 17 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction 20 of community facilities in the City of Fort Worth by and through a Community 21 Facilities Agreement, CFA Number 22-0114;and 27 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the loth day of October , 20 22 , which Contract is 24 hereby referred to and a made part hereof for all nurooses as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Veterinary Emergency Group; 28 and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31.2012 BOND NO.: 022235277 E eterinary Emergency Group City Project No.: 104022 2 tt'gFRE upon receiving ec � �' Principal binds itself to Maintenance period n' the Dewsl QPer an repair or reconstruct �Rt CNa v� 62 - 2 and/or the a BONA re ND r� City °f the nod the Work in whole or in page 2 of3 remedy any RENiD ,the thereof at part i defective REany timewithin completion tine condition wi 8 n satisfactory n the remain in full act°rY tot for which tamely notice ftIU$ obligation is 6 1 force and ef/ect C�tY. then this obligat was provided b such that if principal Y Qeve%per shall 1j °n shall become null an °r City, to a noticed FR���ED, ��� d void; 1� defective W EVE defective Work, it is agreed ' if d= otherwise to 13 b Work to be that Principal shall fail to 1 q Y the principal and rePaired ana'or reconstructed the Developer or so repair or reconstruct ec t� p� the surety under this Ma Ricted with al/ omits may cause and an tract any timely t � .arrant County, FUR��� Maintenance BOnd; andt associated costs thereof hem ��l such Worth "TexasR, that ' eing l g division; and or the United Statesif legal action be borne ��� 't'A"U District Coup forte%d °n this Bond, v DED FU Northern enue steal/ successive recoveries n' RT m District of Texas, lie in / rec eries a NER, that this Port 22 Y be had obligation hereon for successive shall be 23 cessive breaches continuous in nature ,and CITY orF R wised January 3 .2012 tQ 20t2 NS - DCVSLOPER wARo Sp PROJECTS Cio p,.pjeciNo.: ,1 Ina; 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 24th day of February 3 - 20 23 4 5 PRINCIPAL: 6 Embree Construction Group, Inc. 7 8 9 I0 II 12 13 ATTEST: 14 (Principal) Secrilry 15 16 17 18 19 J G. 20 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 urety) SecEetary / 3 343 35 Witness as to Surety Canellia Doss, Secretary) Telephone Number: 206-473-6210 36 37 `Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. . sg1Luswi 42 Witness as to Principal 1)— & "t— ame land itle Address: 4747 Williams Drive C;enrgetown, TX 78633 SURETY: Liberty Mutual Insurance Comnanv BY: Signature Kenneth Nitsche, Attorney -In -Fact Name and Title Address: CITY OF FORT WORTH STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Revised January 31, 2012 1001 4th Avenue, Suite 3800 Seattle. WA 98154 F'elerrnary Emergency Group City ProJeci No.: 104022 Liberty Mutual. SURETY 4 On this 9th dayof June , 2021 before me personally p y appeared David M Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual i nsurance 3 m Tv Company, The Ohio Casualty Company, and West American insurance Company, and that he. as such, being authorized so to do, execute the foregoing instrument for the purposes c 1 therein contained by signing on behalf of the corporations by himself as a duly authorized officer m . IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. O O rn This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company Certificate Na. 8205724-974127 West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampsh re, that Liberty Mutual insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the Companies), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Craig Parker, Gary A. Nitsche; Kenneth Nitsche; Nina Smith; Robert James Nitsche; Robert K. Nitsche all of the city of Giddings state of TX each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 9th day of June , 2021 , ui ay a) C m zu State of PENNSYLVANIA County of MONTGOMERY SS By: Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company David M Carey, Assistant Secretary '4)61/4y P.j This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual O •- Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: IL co E co ARTICLE tV — OFFICERS: Section 12. Power of Attomey. 84— ,_ Any officer or other official of the Corporation authorized for that purpose in writ ng by the Chairman or the President, and subject to such limitation as the Chairman or the 'a v President may prescribe, shall appoint such attomeys-in fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety m _ i E any and all undertakings, bonds, recognizances and other surety obligations Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall c cS o have full power to bind the Corporation by their signature and execution of any such ,nstruments and to attach thereto the seal of the Corporation. When so executed, such g a) Z 0 instruments shall be as binding as if signed by the President and attested to by the Secretary Any power or authority granted to any representative or attomey-in-fact under the as provisions of this article may be revoked at any time by the Board, the Chairman the President or by the officer or officers granting such power or authority, ti a V ,!! f` 4 By. ,�l�ica-,c) i2�{,�i(..ra ai O co 00 iC w Canmarvrearth of Pennsylvania - Nolan/ Seal Teresa Pastels, Notary Public Money County My commission expires March 28, 2025 Commission number 112ee44 Member Pa asylvarra Asso WSon al Notaries Teresa Pastella, Notary Public ma Q CC 0 E O N < p s— ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in beha f of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, �.. bonds, recognizances and other surety obligations. Such attomeys-in fact subject to the limitations set forth in their respective powers of attomey, shall have hill power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in- fect as may be necessary to act on behalf of the Company to make, execute. seal, acknowledge and deliver as s,:rety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attomey issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, t have hereunto set my hind and affixed the seals of said Companies this 24th day of February , 2023 By: Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi C.o D2,'21 Liberty Mutual. SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at: 206-473-6210 You may also write to: Liberty Mutual Surety Claims 1001 4th Avenue, Suite 3800 Seattle, WA 98154 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439. You may write the Texas Department of Insurance Consumer Protection (111-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi.texas.aov E-mail: ConsumerProtection@tdi.texas,?Qv PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Liberty Mutual Surety Attention: LMS Claims 1001 4th Avenue, Suite 3800 Seattle, WA 98154 Phone: 206-473-6210 Fax: 866-548-6837 Email: HOSCLi::Iibertymutual.com www.LibertyMutualSuretyClaims com TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numero de telefono gratis para informacion o para someter una queja al: 206-473-6210 Usted tambien puede escribir a: Liberty Mutual Surety Claims 1001 4th Avenue, Suite 3800 Seattle, WA 98154 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439. Puede escribir al Departamento de Seguros de Texas Consumer Protection (111-1A) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: httn://www.tdi.texas.aov E-mail: ConsumerProtectionatdi.texas.eov DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. NP70680901 LMS-15292e 10115 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 5 Article 2 — Preliminary Matters 6 2.01 Before Starting Construction 6 2.02 Preconstruction Conference 6 2.03 Public Meeting 6 Article 3 — Contract Documents and Amending 6 3.01 Reference Standards 6 3.02 Amending and Supplementing Contract Documents 6 Article 4 — Bonds and Insurance 7 4.01 Licensed Sureties and Insurers 7 4.02 Performance, Payment, and Maintenance Bonds 7 4.03 Certificates of Insurance 7 4.04 Contractor's Insurance 9 4.05 Acceptance of Bonds and Insurance; Option to Replace 12 Article 5 — Contractor's Responsibilities 12 5.01 Supervision and Superintendent 12 5.02 Labor; Working Hours 13 5.03 Services, Materials, and Equipment 13 5.04 Project Schedule 14 5.05 Substitutes and "Or -Equals" 14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) 16 5.07 Concerning Subcontractors, Suppliers, and Others 16 5.08 Wage Rates 18 5.09 Patent Fees and Royalties 19 5.10 Laws and Regulations 19 5.11 Use of Site and Other Areas 19 5.12 Record Documents 20 5.13 Safety and Protection 21 5.14 Safety Representative 21 5.15 Hazard Communication Programs 22 5.16 Submittals 22 5.17 Contractor's General Warranty and Guarantee 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification 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 During Construction 27 8.01 City's Project Representative 27 8.02 Authorized Variations in Work 27 8.03 Rejecting Defective Work 27 8.04 Determinations for Work Performed 28 Article 9 - Changes in the Work 9.01 Authorized Changes in the Work 9.02 Notification to Surety Article 10 - 10.01 10.02 10.03 Article 11- 11.01 11.02 11.03 11.04 11.05 11.06 11.07 11.08 Article 12 - 12.01 12.02 12.03 12.04 28 28 28 Change of Contract Price; Change of Contract Time 28 Change of Contract Price 28 Change of Contract Time 28 Delays 28 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 29 Notice of Defects 29 Access to Work 29 Tests and Inspections 29 Uncovering Work 30 City May Stop the Work 30 Correction or Removal of Defective Work 30 Correction Period 30 City May Correct Defective Work 31 Completion 32 Contractor's Warranty of Title 32 Partial Utilization 32 Final Inspection 32 Final Acceptance 33 Article 13 - Suspension of Work 33 13.01 City May Suspend Work 33 Article 14 - Miscellaneous 34 14.01 Giving Notice 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJFCTS 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 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf 7. Community Facilities Agreement (CFA) —A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions 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 individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of 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/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: NONE Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.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 materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) © Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. © Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnifi, and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor peiiiut any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. 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 for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART 1- GENERAL 1.1 SUMMARY Page 1 of 3 A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 [Insert Project Name] [Insert Project Number] 01 11 00 -2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 [Insert Project Name] [Insert Project Number] 01 11 00 - 3 DAP SUMMARY OF WORK 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Page 3 of 3 [Insert Project Name] [Insert Project Number] 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 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 which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 0131 19 -1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1- GENERAL 1.1 SUMMARY Page 1 of 3 A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013119-3 DAP PRECONSTRUCTION MEETING 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 3 of 3 [Insert Project Name] [Insert Project Number] 013120-1 DAP PROJECT MEETINGS Page 1 of 3 SECTION 01 31 20 PROJECT MEETINGS [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.] PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013120-2 DAP PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013120-3 DAP PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 2 of 2 [Insert Project Name] [Insert Project Number] 013300-1 DAP SUBMITTALS SECTION 01 33 00 DAP SUBMITTALS PART 1- GENERAL 1.1 SUMMARY Page 1 of 8 A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x l l inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 [Insert Project Name] [Insert Project Number] 013300-8 DAP SUBMITTALS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 8 of 8 [Insert Project Name] [Insert Project Number] 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Dept anent Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit 40 b. All work performed in the TxDOT right-of-way shall be performed in 41 compliance with and subject to approval from the Texas Department of 42 Transportation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 [Insert Project Name] [Insert Project Number] 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 B. Work near High Voltage Lines 2 1. Regulatory Requirements 3 a. All Work near High Voltage Lines (more than 600 volts measured between 4 conductors or between a conductor and the ground) shall be in accordance with 5 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 6 2. Warning sign 7 a. Provide sign of sufficient size meeting all OSHA requirements. 8 3. Equipment operating within 10 feet of high voltage lines will require the following 9 safety features 10 a. Insulating cage -type of guard about the boom or arm 11 b. Insulator links on the lift hook connections for back hoes or dippers 12 c. Equipment must meet the safety requirements as set forth by OSHA and the 13 safety requirements of the owner of the high voltage lines 14 4. Work within 6 feet of high voltage electric lines 15 a. Notification shall be given to: 16 1) The power company (example: ONCOR) 17 a) Maintain an accurate log of all such calls to power company and record 18 action taken in each case. 19 b. Coordination with power company 20 1) After notification coordinate with the power company to: 21 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 22 lower the lines 23 c. No personnel may work within 6 feet of a high voltage line before the above 24 requirements have been met. 25 C. Confined Space Entry Program 26 1. Provide and follow approved Confined Space Entry Program in accordance with 27 OSHA requirements. 28 2. Confined Spaces include: 29 a. Manholes 30 b. All other confined spaces in accordance with OSHA's Permit Required for 31 Confined Spaces 32 D. Use of Explosives, Drop Weight, Etc. 33 1. When Contract Documents permit on the project the following will apply: 34 a. Public Notification 35 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 36 prior to commencing. 37 2) Minimum 24 hour public notification in accordance with Section 01 31 13 38 E. Water Department Coordination 39 1. During the construction of this project, it will be necessary to deactivate, for a 40 period of time, existing lines. The Contractor shall be required to coordinate with 41 the Water Department to determine the best times for deactivating and activating 42 those lines. 43 2. Coordinate any event that will require connecting to or the operation of an existing 44 City water line system with the City's representative. 45 a. Coordination shall be in accordance with Section 33 12 25. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 [Insert Project Name] [Insert Project Number] 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 b. If needed, obtain a hydrant water meter from the Water Department for use 2 during the life of named project. 3 c. In the event that a water valve on an existing live system be turned off and on 4 to accommodate the construction of the project is required, coordinate this 5 activity through the appropriate City representative. 6 1) Do not operate water line valves of existing water system. 7 a) Failure to comply will render the Contractor in violation of Texas Penal 8 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 9 will be prosecuted to the full extent of the law. 10 b) In addition, the Contractor will assume all liabilities and 11 responsibilities as a result of these actions. 12 F. Public Notification Prior to Beginning Construction 13 1. Prior to beginning construction on any block in the project, on a block by block 14 basis, prepare and deliver a notice or flyer of the pending construction to the front 15 door of each residence or business that will be impacted by construction. The notice 16 shall be prepared as follows: 17 a. Post notice or flyer 7 days prior to beginning any construction activity on each 18 block in the project area. 19 1) Prepare flyer on the Contractor's letterhead and include the following 20 information: 21 a) Name of Project 22 b) City Project No (CPN) 23 c) Scope of Project (i.e. type of construction activity) 24 d) Actual construction duration within the block 25 e) Name of the contractor's foreman and phone number 26 f) Name of the City's inspector and phone number 27 g) City's after-hours phone number 28 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 29 A. 30 3) Submit schedule showing the construction start and finish time for each 31 block of the project to the inspector. 32 4) Deliver flyer to the City Inspector for review prior to distribution. 33 b. No construction will be allowed to begin on any block until the flyer is 34 delivered to all residents of the block. 35 G. Public Notification of Temporary Water Service Interruption during Construction 36 1. In the event it becomes necessary to temporarily shut down water service to 37 residents or businesses during construction, prepare and deliver a notice or flyer of 38 the pending interruption to the front door of each affected resident. 39 2. Prepared notice as follows: 40 a. The notification or flyer shall be posted 24 hours prior to the temporary 41 interruption. 42 b. Prepare flyer on the contractor's letterhead and include the following 43 information: 44 1) Name of the project 45 2) City Project Number 46 3) Date of the interruption of service 47 4) Period the interruption will take place 48 5) Name of the contractor's foreman and phone number CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 [Insert Project Name] [Insert Project Number] 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 6) Name of the City's inspector and phone number 2 c. A sample of the temporary water service interruption notification is attached as 3 Exhibit B. 4 d. Deliver a copy of the temporary interruption notification to the City inspector 5 for review prior to being distributed. 6 e. No interruption of water service can occur until the flyer has been delivered to 7 all affected residents and businesses. 8 f. Electronic versions of the sample flyers can be obtained from the Project 9 Construction Inspector. 10 H. Coordination with United States Army Corps of Engineers (USACE) 11 1. At locations in the Project where construction activities occur in areas where 12 USACE permits are required, meet all requirements set forth in each designated 13 permit. 14 I. Coordination within Railroad Permit Areas 15 1. At locations in the project where construction activities occur in areas where 16 railroad permits are required, meet all requirements set forth in each designated 17 railroad permit. This includes, but is not limited to, provisions for: 18 a. Flagmen 19 b. Inspectors 20 c. Safety training 21 d. Additional insurance 22 e. Insurance certificates 23 f. Other employees required to protect the right-of-way and property of the 24 Railroad Company from damage arising out of and/or from the construction of 25 the project. Proper utility clearance procedures shall be used in accordance 26 with the permit guidelines. 27 2. Obtain any supplemental information needed to comply with the railroad's 28 requirements. 29 J. Dust Control 30 1. Use acceptable measures to control dust at the Site. 31 a. If water is used to control dust, capture and properly dispose of waste water. 32 b. If wet saw cutting is performed, capture and properly dispose of slurry. 33 K. Employee Parking 34 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 [Insert Project Name] [Insert Project Number] 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 [Insert Project Name] [Insert Project Number] 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 NOTICE QF CQNST1VCTIQN 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 [insert Project Name] [Insert Project Number] 013513-7 DAP SPECIAL PROJECT PROCEDURES 1 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August, 30, 2013 Page 7 of 7 [Insert Project Name] [Insert Project Number] 01 45 23 DAP TESTING AND INSPECTION SERVICES SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1- GENERAL 1.1 SUMMARY Page 1 of 2 A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 [Insert Project Name] [Insert Project Number] 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 [Insert Project Name] [Insert Project Number] 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 [Insert Project Name] [Insert Project Number] 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 [Insert Project Name] [Insert Project Number] 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 [Insert Project Name] [Insert Project Number] 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 [Insert Project Name] [Insert Project Number] 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Page 3 of 3 [Insert Project Name] [Insert Project Number] 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 01 57 13 -2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Depaitiiient of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 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 [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017000-1 DAP MOBILIZATION AND REMOBILIZATION SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017000-3 DAP MOBILIZATION AND REMOBILIZATION 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 Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 4 of 4 [Insert Project Name] [Insert Project Number] 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES 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. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 71 23 -2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 71 23 - 3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the 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 City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 71 23 -4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017423-1 DAP CLEANING SECTION 01 74 23 CLEANING PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 74 23 - 2 DAP CLEANING Page 2 of 4 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 by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017423-3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 74 23 - 4 DAP CLEANING END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 4 of 4 [Insert Project Name] [Insert Project Number] SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017823-1 DAP OPERATION AND MAINTENANCE DATA SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1- GENERAL 1.1 SUMMARY Page 1 of 5 A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017823-5 DAP OPERATION AND MAINTENANCE DATA 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 5 of 5 [Insert Project Name] [Insert Project Number] 017839-1 DAP PROJECT RECORD DOCUMENTS SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1 Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 [Insert Project Name] [Insert Project Number] GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 [Insert Project Name] [Insert Project Number] Keyur Rathod From: Mark Price <Mark.Price@txdot.gov> Sent: Wednesday, June 22, 2022 9:14 AM To: Kevin Patel; 'Arthaud, Michael (Michael.Arthaud@fortworthtexas.gov)' Cc: Melissa Balcerak; Dylan Pumphrey; Hanni Lawrence; David Niven; Keyur Rathod; Derek Williams Subject: RE: CITY OF FORT WORTH RE: Veterinary Emergency Clinic US 377 6201 Camp Bowie Blvd. REF # 03-011-22 FTW Tx Concept 6-22-2022 Attachments: 16. 114-21 Base -Driveway Layout plan.pdf Kevin, The TXDOT ACCESS is approved as shown on the plan set. Please provide the TXDOT plans set for the driveway changes as shown. Tow variance for the request 192 and 36 ft. based on 35 mph. 250 ft design requirement. 80% rule was 200 ft. Mark Price From: Kevin Patel Sent: Monday, May 16, 2022 3:39 PM To: 'Mark Price' <Mark.Price@txdot.gov>; FTW_District Access Permits <FTW DistrictAccessPermits@txdot.gov> Cc: Melissa Balcerak <mbalcerak@hdgroupinc.com>; Dylan Pumphrey <Dvlan@triangle-engr.com>; Hanni Lawrence <Hanni@verdad.com>; David Niven <DNiven@verdad.com>; Keyur Rathod <Kevur@triangle-engr.com>; Derek Williams <DWilliams@verdad.com>; Jenny Potter <Jennv.Potter@txdot.gov> Subject: RE: CITY OF FORT WORTH RE: Veterinary Emergency Clinic US 377 6201 Camp Bowie Blvd. REF # 03-011-22 FTW Tx ( Need additional Information) Concept 3-22-2022 Mark Please find attached requested drawing. Please feel free to contact me if you have any questions. Thanks From: Mark Price <Mark.Price@txdot.gov> Sent: Monday, May 16, 2022 3:38 PM To: Kevin Patel <kpatel@triangle-engr.com>; FTW_District Access Permits <FTW DistrictAccessPermits@txdot.gov> Cc: Melissa Balcerak <mbalcerak@hdgroupinc.com>; Dylan Pumphrey <Dvlan@triangle-engr.com>; Hanni Lawrence <Hanni@verdad.com>; David Niven <DNiven@verdad.com>; Keyur Rathod <Kevur@triangle-engr.com>; Derek Williams <DWilliams@verdad.com>; Jenny Potter <Jennv.Potter@txdot.gov> Subject: RE: CITY OF FORT WORTH RE: Veterinary Emergency Clinic US 377 6201 Camp Bowie Blvd. REF # 03-011-22 FTW Tx ( Need additional Information) Concept 3-22-2022 Kevin, Send me the concept access spacing only is all AO will need to move forward. Mark From: Kevin Patel <kpatel@triangle-engr.com> Sent: Monday, May 16, 2022 8:14 AM To: FTW_District Access Permits <FTW DistrictAccessPermits@txdot.gov> Cc: Mark Price <Mark.Price@txdot.gov>; Melissa Balcerak <mbalcerak@hdgroupinc.com>; Dylan Pumphrey <Dvlan@triangle-engr.com>; Hanni Lawrence <Hanni@verdad.com>; David Niven <DNiven@verdad.com>; Keyur Rathod <Kevur@triangle-engr.com>; Derek Williams <DWilliams@verdad.com>; Jenny Potter <J en nv. Potter@txdot.Rov> Subject: RE: CITY OF FORT WORTH RE: Veterinary Emergency Clinic US 377 6201 Camp Bowie Blvd. REF # 03-011-22 FTW Tx ( Need additional Information) Concept 3-22-2022 This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Margaret Please see drop box link. Please let me know if this doesn't work. Please download within 24 hours as the link expires. https://www.d ropbox.com/s/nf2ci h I n8w470t4d/21130 %20- %20TES%20Report%20for%20Vet%20Clinic%20i n%20Fort%20Worth%2C%20Texas%20OD%20REVIEW.Ddf?d1=0 Thanks Sincerely, Zeuuz Patel, p. �. President ALIANGLE ENGiNEERiwG lLC ENGir eeRiou LLC 1 NORTHWEST/ABRAMS SHOPPING CENTER, INC VOL 97149. PG. 3347 O.P.R.D.C.T. D - 15'08'02. R - 800.00' L - 211.31' CB - S4Cf53'11'W CH - 210.70' NO. DATE DESCRIPTION 1 10-27-2021 PRELIMINARY SITE PLAN 2. 02-16-2022 1st SUBMITTAL BY KP KP OF KARTAVYA S. PATEL �'•• 97534 is 8 111Ihq \‘����� 02-16-2022 0 100 Scale: 1" = 50' Feet VICINITY MAP N.T.S. Know what's below. CaII before you dig. DRIVEWAY LAYOUT PLAN VETERINARY EMERGENCY GROUP 6201 CAMP BOWIE BLVD. CITY OF FORT WORTH TARRANT COUNTY, TEXAS 76116 LOT 1-R, BLOCK 37 RIDGLEA N G E ENGINEERING LLC T: 469.331.8566 I F: 469.213.7145 I E: info@triangle-engr.com W: triangle-engr.com 1 0: 1784 McDermott Drive, Suite 110, Allen, TX 75013 Planning 1 Civil Engineering 1 Construction Management I P.E. DES. DATE SCALE PROJECT NO. SHEET NO. KP KR 02-16-22 SEE SCALE BAR TX. P.E. FIRM #11525 114-21 C-10.0 CITY OF FORT WORTH Pre -Approved Concrete Mix Designs The concrete mix designs listed below meet the requirements of City of Fort Worth Standard Specifications. These mix designs are pre -approved for use on City projects. The City reserves the right to sample and test materials at any time. For more information on mix designs, contact the Material and Geotechnical Services at (817) 392-8930. Updated: 06/02/2022 American Concrete Company Supplier Cement/Fly ash Min. 28-day Slump Mix ID Lbs. Sack Strength (psi) (Inch) 30CAF029 376/94 = 470 5.00 3,000 3 - 5 01JAF382 250/85 = 335 3.56 1,000 4 - 6 40CN F065 45CAF076 Argos 451/113 = 564 489/122 = 611 Supplier Mix ID D10000001737 D10000001791 D10000001793 D10000001103 D10000002107 D10000001273 D10000001617 D10000008381 D10000009857 D10000001055 D1000001043S D1000001619S D1000001565S 6.00 4,000 3 - 5 6.50 4,500 3 - 5 W/Cm Approved For: Ratio pp Expiration Date 0.50 Sidewalks & Ramps 02/21/2024 Concrete Base 0.87 Material for Trench 05/06/2024 0.45 Repair Manholes / Utility Structures 02/21/2024 0.40 Hand Placed Paving 02/21/2024 Cement/Fly ash Lbs. Sack Min. 28-day Slump Strength (psi) (Inch) W/Cm Ratio 468/117 = 585 6.22 489/122 = 611 481/120 = 601 611/0 = 611 611/0 = 611 611/0 = 611 414/103 = 517 752/0 = 752 30/300 = 330 494/0 = 494 470/0 = 470 414/103 = 517 376/94 = 470 4,500 3 - 5 6.50 4,500 3 - 5 6.39 4,500 3 - 5 6.50 4,500 3 - 5 6.50 4,500 3 - 5 6.50 4,500 3 - 5 5.50 3,600 1 - 3 4,500 (4,500 @ 72 hrs.) 3.51 50 Flow 8.00 5.26 5.00 5.50 5.00 3,000 3,000 3,600 3,000 3-5 0.44 0.42 0.43 0.44 0.43 0.44 0.45 0.33 0.91 3 - 5 0.50 Approved For: Hand Placed Paving Hand Placed Paving Hand Placed Paving Hand Placed Paving Hand Placed Paving Hand Placed Paving Machine Placed Paving Expiration Date 03/03/2024 04/21/2024 07/28/2024 04/21/2024 05/07/2024 04/29/2023 09/22/2022 HES Paving 08/04/2022 Flowable Fill 04/21/2024 Inlets, Junction Boxes, Manholes, Channel Liner, Sidewalk, Driveways, Curb & Gutter 3 - 5 0.56 Sidewalks, Curbs 06/15/2024 3 - 5 Valley Gutter 06/25/2024 3 - 5 0.54 Curbs, Curb & 06/15/2024 Gutter, Sidewalk, 0.48 02/27/2024 Pre -Approved Concrete Mix Designs Page 1 of 11 06/02/2022 Supplier Mix ID Cement/Fly ash Min. 28-day Slump W/Cm Lbs. Sack Strength (psi) (Inch) Ratio Approved For: Expiration Date D10000001615 D10000001061 D10000001083 D1000001083S D10000001685 D10000005751 D10000001083 D10000001681 406/101 = 507 5.39 3,600 3 - 5 0.49 502/0 = 502 5.34 3,600 3 - 5 554/0 = 554 564/0 = 564 451/113 = 564 188/47 = 235 554/0 = 554 451/113 = 564 Big D Concrete 5.89 4,000 3 - 5 0.46 6.00 4,000 3 - 5 0.44 6.00 4,000 3 - 5 0.45 2.50 750 1 - 4 1.00 5.89 4,000 3 - 5 0.45 6.00 4,000 3 - 5 0.45 Driveway Approach, ADA Ramp Inlets, Boxes, Encasement, Blocking Inlets, Boxes, Encasement, Blocking Valve Pads Inlets, Headwalls, Thrust Blocking Value Pads Trench Repair Inlets, Structures, Headwalls, Thrust Blocking Headwall, Retaining Wall, Box Culvert, Valley Gutter 04/21/2024 04/21/2024 04/21/2024 10/21/2022 04/21/2024 10/21/2022 03/06/2024 06/19/2024 Supplier Mix ID Cement/Fly ash Lbs. Sack Min. 28-day Slump W/Cm Strength (Inch) Ratio (psi) Approved For: Expiration Date 7SKGRT 658/0 = 658 7.00 14500AE 846/0 = 846 9.00 Burnco Texas LLC 3,000 4 - 6 0.54 Grouting 4,500 3 - 5 0.38 HES Paving 04/13/2023 07/14/2022 Supplier Mix ID Cement/Fly ash (Ibs.) Lbs. Sack Min. 28-day Slump W/Cm Approved For: Strength (Inch) Ratio (psi) Expiration Date 45U500BG 489/122 = 611 6.50 40U553BG 451/113 = 564 55U120AG 705/0 = 705 7.50 30U100AG 470 / 0 = 470 30U 101 AG 470/0 = 470 30U500BG 380/94 = 474 40U500BG 451/113 = 564 36U500BG 432/108 = 540 5.74 08Y450BA 210/50 = 260 2.77 01Y690BF 30/300 = 330 01/29/2024 6.00 1 - 3 0.41 01/29/2024 3 - 5 0.38 HES Paving 10/14/2023 Pipe Collars, Inlets, 5.00 3,000 3 - 5 0.47 Thrust Blocks, 03/03/2024 Sidewalks and Ramps 5.00 3,000 3 - 5 0.49 Flatwork 03/17/2024 Blocking, Driveways, 5.04 3,000 3 - 5 0.49 Curb & Gutter, 01/29/2024 Sidewalks and Ramps Storm Drain 6.00 4,000 3 - 5 0.44 Structures, Driveways, 01/29/2024 Screen walls Lighting and Traffic Signal Foundations Concrete Base for Trench Repair 3.51 100 Flow 0.86 CLSM / Flowable Fill 4,500 3 - 5 0.40 4,000 5,500 (3,000 @ 3-days) 3,600 800 3-5 3-5 0.44 0.93 Hand Placed Paving, Storm Structures Machine Placed Paving 01/29/2024 12/17/2023 01/29/2024 Pre -Approved Concrete Mix Designs Page 2of11 06/02/2022 Carder Concrete Supplier Mix ID Cement/Fly ash Lbs. Sack Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date FWCC602021 FWCC552091 FWCC602091 FWCC359101 FWFF237501 451/113 = 564 6.00 414/103 = 517 5.50 451/113 = 564 6.00 30/300 = 330 52/164 = 216 4,500 3,600 4,000 3.51 50 - 150 2.30 50 - 150 FWCC602001 451/113 = 564 6.00 FWCC502021 376/94 = 470 5.00 FWCC502001 376/94 = 470 5.00 Charley s Concrete Hand Placed Paving Machine Placed Paving Machine Placed Paving Flowable Fill /CLSM Flowable Fill /CLSM Storm Drain Structures, Manholes, Headwalls, 4,000 3 - 5 0.44 Retaining Walls, 11/12/2022 Valley Gutters, Drive Approaches, Lighting & Traffic Signal Foundations Sidewalks, Driveways, Ramps, Curb & Gutter Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 3-5 0.43 1 - 3 0.44 1-3 0.40 flow 0.86 flow 1.74 3,500 3 - 5 0.51 3,000 3 - 5 0.53 11/12/2022 11/12/2022 11/12/2022 11/12/2022 11/12/2022 11/12/2022 10/29/2022 Supplie r Mix ID Cement/Fly ash Lbs. Sack Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date 4142 414/103 = 517 5.50 3,600 4518 452/112 = 564 6.00 4,000 5167 517/0 = 517 5.50 3,600 4609 489/122 = 611 6.50 4,500 6103 611/0 = 611 6.50 4,500 4502 470/0 = 470 5.00 3759 376/94 = 470 5.00 1502 50/150 = 200 2.13 1518 30/300 3.51 5642 564/0 = 564 6.00 6595 658/0 = 658 7.00 6589 658/0 = 658 7.00 3,000 3,000 150 150 4,000 5,000 (4500 @ 72 hrs.) 4,500 3 - 5 0.48 3 - 5 0.45 1 - 3 0.45 3 - 5 0.44 3 - 5 0.44 3 - 5 0.46 3 - 5 0.50 Flow 0.95 Flow 0.85 3 - 5 0.45 3 - 5 0.40 3 - 5 0.36 Curb Inlets, Junction Boxes, Sidewalks, Street Light Foundations Headwalls, Wingwalls Machine Placed Paving Hand Placed Paving, Manholes Hand Placed Paving, Manholes Sidewalks, Blocking, Riprap Sidewalks Flowable Fill Flowable Fill Storm Drain Structures HES Paving HES Paving 03/05/2024 02/02/2023 03/23/2024 02/25/2024 02/25/2024 06/14/2023 05/28/2024 02/02/2023 09/17/2022 06/14/2023 04/14/2024 02/24/2024 Pre -Approved Concrete Mix Designs Page 3 of 11 06/02/2022 Chisholm Trail Redi Mix Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Slump W/Cm Strength Approved For: (psi) (Inch) Ratio Expiration Date C 13020A 376/94 = 470 5.00 E City Concrete Company 3,000 3 - 5 0.46 Driveways, Curb & Gutter 05/21/2023 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) Slump W/Cm A roved For: (Inch) Ratio pp Expiration Date 11-350-FF 30HA2511 30HA2011 45NG2511 50QG2511 94/235 3.50 353/118 = 471 5.01 376/94 = 470 5.00 458/153 = 611 6.50 494/165 = 659 7.01 45NA2011 489/122 = 611 6.50 4,500 36LA2011 451/113 = 564 6.00 3,600 36JA001J 414/103 = 517 5.50 3,600 40LA2011 451/113 = 564 6.00 Cornerstone Ontime Concrete 50 - 150 Flow 0.83 Flowable Fill 05/26/2023 3,000 3 - 5 0.60 Riprap 03/18/2023 3,000 3 - 5 0.45 Blocking, Sidewalks, 08/04/2022 Flatwork, Pads 3,600 5 - 7 0.45 Class C Drilled Shaft 04/21/2024 3,600 7 - 9 0.45 Slurry displaced drill 03/16/2023 shafts Hand Placed Paving, Light Pole Bases Machine Placed Paving Machine Placed Paving 4,000 3 - 5 0.44 Storm Drain Structures 03/13/2024 3-5 1-3 1-3 0.45 0.44 0.43 06/16/2023 03/13/2024 03/13/2024 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) Slump W/Cm (Inch) Ratio Approved For: Expiration Date COC 4000 588/0 = 588 6.26 4,000 Cow Town Redi Mix Concrete 3 - 5 0.45 Lighting and Traffic Signal Foundations 07/23/2022 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) Slump W/Cm A roved For: (Inch) Ratio pp Expiration Date 250 376 / 94 = 470 5.00 122 350 470 / 0 = 470 5.00 3,000 253-67A 399/100 = 499 5.31 3,000 9 50/150 = 200 2.13 70 9-S 200/0 = 200 2.13 70 220-8 48/152 = 200 2.13 50 320-8 200/0 = 200 2.13 50 230-8 226/56 = 282 3.00 750 330-S8 282/0 = 282 3.00 750 Sidewalks, Driveways, 3,000 3 - 5 0.51 Barrier Free Ramps, 01/15/2024 Curb & Gutter 3 - 5 0.52 3 - 5 0.49 7-9 1.67 7-9 1.67 7 - 9 1.45 7 - 9 1.45 3 - 5 0.89 3 - 5 0.89 Sidewalks, Driveways, Barrier Free Ramps, Curb & Gutter Curb & Gutter, Sidewalks Flowable fill/CLSM Flowable fill/CLSM Flowable fill/CLSM Flowable fill/CLSM Concrete Base Material for Trench Repair Concrete Base Material for Trench Repair 06/21/2023 04/29/2023 09/04/2022 03/06/2024 03/23/2024 03/23/2024 03/23/2024 03/23/2024 Pre -Approved Concrete Mix Designs Page 4 of 11 06/02/2022 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) Slump W/Cm (Inch) Ratio Approved For: Expiration Date 353 494/0 = 494 5.26 3,000 253-W 399/100 = 499 5.31 3,000 260 451/113 = 564 6.00 4,000 260-1 451/113 = 564 6.00 3,600 260-2 451/113 = 564 6.00 3,600 360 564/0 = 564 360-1 264-N 366 265 365 370-NC 564/0 = 564 489/122 = 611 611/0 = 611 489/122 = 611 611/0 = 611 658/0 = 658 370-1 NC 658/0 = 658 375-NC 705/0 = 705 267 451/113 = 564 270 526/132 = 658 370 658/0 = 658 255-2 414/103 = 517 6.00 4,000 6.00 6.50 6.50 6.50 6.50 7.00 7.00 7.50 6.00 7.00 7.00 5.50 3,600 4,500 4,500 4,500 4,500 4,500 5,000 (3,000 psi @ 72 hrs.) 5,000 (3,000 psi @ 24 hrs.) 4,200 5,000 5,000 3,000 257 414/103 = 517 5.50 3,600 257-M 260-M 360-M 255-LP 355-LP 414/103 = 517 451/113 = 564 564/0 = 564 414/103 = 517 517/0 = 517 255 414/103 = 517 355 517/0 = 517 365-STX 611 /0 = 611 5.50 6.00 6.00 5.50 5.50 3,600 4,000 4,000 3,000 3,000 5.5 3,500 5.50 3,000 6.50 4,000 Sidewalks & ADA Ramps, Driveways, Curb 3 - 5 0.50 & Gutter, Safety End 06/25/2024 Treatments, Non-TxDOT Retaining Walls Curbs, Driveways, sidewalks & ADA 3 - 5 0.49 Ramps, Inlets, Junction 06/25/2024 Boxes, Non-TxDOT Retaining Walls Bridge Slabs, Box Culver, Headwalls, Lighting and Traffic Signal Foundations 3 - 5 0.44 Headwalls Box Culver, Headwalls, 3 - 5 0.44 Lighting and Traffic Signal Foundations Bridge Slab, Box Culver, Headwalls, Lighting and Traffic Signal Foundations Box Culverts, Wing walls, Headwalls 3 - 5 0.42 Hand Placed Paving 3 - 5 0.41 Hand Placed Paving 3 - 5 0.42 Hand Placed Paving 3 - 5 0.42 Hand Placed Paving 3 - 5 0.40 HES Concrete Paving 3 - 5 0.40 HES Concrete Paving 3-5 3-5 3-5 3 - 5 0.38 HES Concrete Paving Manholes & Drainage Structures 3 - 5 0.39 CIP Box Culvert 3 - 5 0.40 CIP Box Culvert 3 - 5 0.48 Inlets, Thrust Blocking, Concrete Encasement Lighting and Traffic 3 - 5 0.47 Signal Foundations, Valley Gutter 1 - 3 0.45 Machine Placed Paving 1 - 3 0.43 Machine Placed Paving 1 - 3 0.44 Machine Placed Paving 3 - 5 0.52 Curb & Gutter 3 - 5 0.48 Curb & Gutter Flatwork, Inlets, Thrust 3 - 5 0.48 Blocking, Concrete Encasement Inlets, Thrust Blocking, Concrete Encasement Bridge slabs, top slabs of 3 - 5 0.43 direct traffic culverts, approach slabs 3-5 0.44 0.45 0.45 3-5 0.44 0.48 04/24/2024 05/04/2024 03/06/2024 04/24/2024 03/06/2024 03/11/2024 03/11/2024 12/01/2023 06/21/2023 03/23/2024 04/26/2024 06/02/2023 12/17/2023 05/19/2024 05/19/2024 03/06/2024 07/23/2022 02/21/2024 04/14/2024 04/14/2024 02/24/2024 02/24/2024 05/05/2024 03/06/2024 08/18/2022 Pre -Approved Concrete Mix Designs Page 5 of 11 06/02/2022 2MWR- 70J23504 2MWR- 147QW5D5 2MW R- 056PS5D5 2MW R- 161 UV5DM 2MWR- 10MQS5ON Supplier Mix ID 357 Cement/Fly ash Lbs. Sac 517/0 = 517 Min. 28-day Strength (psi) 5.50 3,600 GCH Concrete Services Supplier Mix ID Cement/Fly ash Lbs. Sack Min. 28-day Strength (psi) GCH400 451/113 = 564 0 GCHVS GCH450 0 Slump W/Cm (Inch) Ratio Approved For: Lighting and Traffic 3 - 5 0.49 Signal Foundations, Valley Gutter Slump (Inch) W/Cm Ratio Approved For: Expiration Date 01/29/2024 Expiration Date for Sidewalks, Ramps, 6.00 4,000 3 - 5 0.45 Headwalls, Inlets, and 01/26/2024 451/113 = 564 6.00 489/122 = 611 6.50 Ingram Concrete & Aggregates Cement/Fly ash Supplier Mix ID Lbs. Sac k 151 PXSDM 414/103 = 517 5.50 70K23504 517/0 = 517 5.50 4,000 1-2 0.45 Storm Drain Structures Machine Placed Paving 03/15/2023 4,500 3 - 5 0.42 Hand Placed Paving 01/26/2024 Min. 28-day Strength (psi) 3,600 3,600 C47PV5E5 353/118 = 471 5.01 3,000 470/0 = 470 5.00 3,000 376/94 = 470 5.00 3,000 451/113 = 464 6.00 4,000 489/122 = 611 6.50 4,500 611/0 = 611 6.50 4,500 161 PSSEM 458/153 = 611 6.50 4,500 LMC (Lattimore Materials Corp.) Cement/Fly ash Min. 28-day Strength (psi) 3,000 3,000 Supplie r Mix ID Lbs. Sack 5177 376/94 = 470 5.00 1261 470/0 = 470 5.00 5409 451/113 = 564 6.00 1551 517/0 = 517 5.50 4,000 3,000 Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lighting and 3 - 5 0.46 Traffic Signal 07/23/2022 Foundations Lighting and 3 - 5 0.47 Traffic Signal 07/23/2022 Foundations Sidewalks & Ramps Sidewalks & Ramps Sidewalks and Ramps Machine Placed Paving Hand Placed Paving Hand Placed Paving Hand Placed Paving 1-3 3-5 0.46 0.51 3 - 5 0.50 1 -2 0.39 3 - 5 0.40 3 - 5 0.40 3-5 Slump (Inch) 3-5 0.36 W/Cm Approved For: Ratio Sidewalks, Concrete Riprap 3 - 5 0.53 Sidewalks Storm Drain Structures, 3 - 5 0.45 Sidewalks, Bridge 12/07/2022 Substructure 05/28/2024 10/14/2022 10/14/2022 12/03/2023 10/14/2022 10/14/2022 05/28/2024 Expiration Date 3-5 0.51 0.49 Blocking, Light Pole Foundations 05/02/2024 05/06/2024 07/19/2023 Pre -Approved Concrete Mix Designs Page 6 of 11 06/02/2022 Supplie r Mix ID 5017 1701 Cement/Fly ash Lbs. 301/75 = 376 564/0 = 564 Sack 4.00 6.00 Min. 28-day Strength (psi) 2,000 4,000 5277 414/103 = 517 5.50 3,500 5507 489/122 = 611 2125 752/0 = 752 9600 526/132 = 658 1851 564/0 = 564 Liquid Stone Supplier Mix ID Lbs. C301 D 376/94 = 470 C4000G 451/113 = 564 Martin Marietta Cement/FIy ash Supplier Mix ID R2131014 R2132214 D9490SC R2131214 R2131314 R2136014 R2136214 R2141224 R2141024 R2136220 R2136222 R2136023 R2136224 6.50 4,500 8.00 5,000 7.00 3,600 6.00 4,500 Cement/Fly ash Sack 5.0 6.00 Lbs. Sacks 470/0 = 470 376/94 = 470 495/0 = 495 376/94 = 470 353/118 = 471 470/0 = 470 376/94 = 470 416/104 = 520 520/0 = 520 400/100 = 500 408/102 = 510 515/0 = 515 416/104 = 520 5.00 5.00 5.27 5.00 Min. 28-day Strength (psi) 3,000 4,000 Slump (Inch) 3-5 3-5 W/Cm Ratio Approved For: 0.62 227 (Concrete Base) Storm Drain Structures, SS Manhole SS Manholes, Light Pole Foundations Hand Placed Paving, Bridge 3 - 5 0.37 HES Paving 7 - 9 0.40 Class SS - Drill Shafts Storm Drain Structures, Hand Placed Paving 0.45 3 - 5 0.48 3 - 5 0.42 3 - 5 0.44 Slump (Inch) 3-5 3-5 Min. 28-day Strength (psi) 3,000 3,000 3,000 3,000 5.01 3,000 3,000 3,000 4,000 5.00 5.00 5.53 5.53 5.32 5.43 5.48 5.53 R2141233 452/113 = 565 6.01 FLOW25A 71/165 = 236 2.51 R2142233 452/113 = 565 6.01 R2146333 424/141 = 565 6.01 4,000 3,500 3,500 3,500 3,600 3,600 50 3,600 W/Cm Ratio Slump (Inch) 3-5 3-5 3-5 3-5 0.45 0.42 Approved For: Light Pole Foundations Lighting and Traffic Signal Foundations W/Cm Ratio 0.55 0.53 0.52 0.53 3 - 5 0.53 3-5 3-5 3-5 3-5 3-5 3-5 3-5 3-5 0.55 0.53 0.48 0.50 0.50 0.49 0.50 0.48 3 - 5 0.44 Flow fill 1.77 Approved For: Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Sidewalks & Ramps Light Pole Bases Light Pole Bases Light Pole bases Curb Inlets Storm Structures, Inlets, Blocking & Encasement Flowable Fill/CLSM Manholes, Inlets & Headwalls Manholes, Inlets & 3,600 3 - 5 0.44 Headwalls, Concrete Encasement 3 - 5 0.44 Expiration Date 11/30/2022 02/27/2024 06/11/2023 02/07/2024 03/01/2024 11 /01 /2023 04/22/2024 Expiration Date 05/26/2024 07/23/2024 Expiration Date 02/21/2024 02/24/2024 02/24/204 04/06/2024 09/29/2022 02/02/2023 11/12/2023 09/16/2023 09/16/2023 09/30/2022 09/16/2023 11/23/2023 03/05/2024 04/24/2024 04/29/2024 02/24/2024 12/02/2023 Pre -Approved Concrete Mix Designs Page 7of11 06/02/2022 Supplier Mix ID Cement/Fly ash Lbs. Sacks R2141230 440/110 = 550 5.85 R2146035 575/0 = 575 6.12 R2146335 431 /144 = 575 6.12 R2146034 570/0 = 570 6.06 R214123 444/111 = 555 5.55 R2141231 444/111 = 555 5.55 R2161070 750/0 = 750 7.98 D9492SFC 595/0 = 595 6.33 R2146233 452/113 = 565 6.01 R2146238 472/118 = 590 6.28 R2146336 R2146235 R2146036 R2146038 R2146036 R2146042 R2146242 R2146236 D9493SC R2147241 435/145 = 580 460/115 = 575 580/0 = 580 590/0 = 590 580/0 = 580 610/0 = 610 488/122 = 610 464/116 = 580 640/0 = 640 484/121 = 611 NCS Redi Mix 6.17 6.18 6.17 6.28 6.17 6.49 6.49 6.17 6.81 6.44 Min. 28-day Strength (psi) 4,000 4,000 4,500 4,500 4,000 4,000 6,000 (3,000 @ 24-hrs.) 4,000 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 4,500 Supplier Mix ID Cement/Fly ash Lbs. Sack Min. 28-day Strength (psi) NCS5020A NCS6020AH P 376/94 = 470 451/113 = 564 Redi-Mix Concrete Slump W/Cm (Inch) Ratio Manholes, Inlets & 3 - 5 0.45 Headwalls, Valve Pads Manholes, Inlets & 3 - 5 0.45 Headwalls, Valve Pads Hand Placed 3 - 5 0.43 Paving, Inlets, Storm Drain Structures Manholes, Inlets & 3 - 5 0.45 Headwalls, Hand Placed Paving 3 - 5 0.45 Inlets, Manholes, Headwalls 3 - 5 0.45 Inlets, Sidewalks Approved For: 3 - 5 0.34 HES Paving 1 - 3 0.41 Machine Placed Paving 3 - 5 0.44 Hand Placed Paving Hand Placed 3 - 5 0.42 Paving, Inlets, Storm 03/13/2024 Drain Structures 3 - 5 0.43 Hand Placed Paving 07/21/2022 3 - 5 0.43 Hand Placed Paving 11/12/2023 3 - 5 0.44 Inlets 09/16/2023 3 - 5 0.44 Inlets, Storm Drain 03/13/2024 Structures 3 - 5 0.44 Hand Placed Paving 05/19/2024 3 - 5 0.42 Hand Placed Paving 04/07/2023 3 - 5 0.41 Hand Placed Paving 04/07/2023 3-5 0.43 Hand Placed Paving 04/06/2024 3 - 5 0.40 Hand Placed Paving 02/24/2024 3 - 5 0.41 Hand Placed Paving 02/24/2024 Expiration Date 03/13/2024 12/10/2023 12/02/2023 04/12/2023 11/15/2023 Slump (Inch) W/Cm Ratio 5.00 3,000 3 - 5 0.53 6.00 4,500 3 - 5 0.45 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) DCA2E554 353/118 = 471 5.01 V0J11524 376/94 = 470 5.00 Slump (Inch) W/Cm Ratio 3,000 3 - 5 0.53 3,000 3 - 5 0.55 F0010021 150/38 = 188 2.00 215 Flow 2.33 Approved For: Curb & Gutter, Driveways, Sidewalks Valley Gutters, Hand Placed Paving Approved For: Rip Rap Curb & Gutter Cement Stabilized Sand 12/20/2023 10/16/2022 02/24/2024 06/02/2024 Expiration Date 06/10/2024 06/10/2024 Expiration Date 05/28/2024 02/24/2024 06/10/2024 Pre -Approved Concrete Mix Designs Page 8 of 11 06/02/2022 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date 10J11524 376/94 = 470 5.00 10J11504 470/0 = 470 5.00 10L11504 564/0 = 564 10L11524 452/112 = 564 6.00 1 RJ 11524 396/98 = 494 5.26 15611524 10L115E4 DCC2G5E2 DCU1G5E2 156115D4 F35238VN FOD138VM 10J11554 P0G138K9 452/112 = 564 423/141 = 564 423/141 = 564 493/165 = 658 452/112 = 564 30/320 = 350 24/211 = 235 353/117 = 470 188/188 = 376 10K11504 517/0 = 517 4.00 3,000 3 - 5 0.52 Driveway, Ramp 3,000 3 - 5 0.53 Sidewalks Sidewalks, Curb & 6.00 3,600 3 - 5 0.44 Gutter, Light Pole Foundations Valley Gutter, Manhole, Inlet, Junction Box, Headwall Thrust Blocks and 3,500 3 - 5 0.50 Valve Pads, Light Pole Foundations CIP Storm Drain Structures 6.00 3,600 3 - 5 0.44 Bridge Substructures 6.00 3,600 5 - 7 0.45 Drilled Shafts Underwater Drilled Shafts Bridge & Approach Slabs 3.72 100 Flow 0.76 CLSM / Flowable Fill 2.50 100 Flow 1.17 CLSM / Flowable Fill 5.00 3,000 3 - 5 0.53 Riprap Trench Repair Base Material Lighting and Traffic Signal Foundations Lighting and Traffic 3,600 3 - 5 0.48 Signal Foundations, Encasement 6.00 7.00 6.00 3,600 4,000 3,600 4,000 1,000 5.50 3,600 10K11524 414/103 = 517 5.50 10N11507 10N11504 50K11524 145P25P4 10M115D4 10M11524 10M11504 145CD5P4 658/0 = 658 658/0 = 658 414/103 = 517 563/0 = 564 489/122 = 611 489/122 = 611 611/0 = 611 452/112 = 564 SRM Concrete 7.00 7.00 4,500 (2,600 24hrs.) 5,000 (3,600 @ 2-days) 5.50 3,600 3-5 3-5 7-9 3-5 9-11 3-5 0.44 0.44 0.39 0.44 0.84 0.48 3 - 5 0.38 HES Paving 3 - 5 0.40 HES Paving 1-3 6.00 4,500 3 - 5 6.50 4,500 6.50 4,500 6.50 4,500 6.00 4,500 0.45 0.44 Machine Placed Paving Hand Placed Paving, Storm Drain Structures 3 - 5 0.40 Hand Placed Paving 3 - 5 0.41 Hand Placed Paving 3 - 5 0.42 Hand Placed Paving Hand Placed Paving, Storm Drain Structures 3-5 0.44 02/24/2024 12/15/2023 04/12/2023 07/29/2022 05/19/2024 05/19/2024 03/06/2023 03/08/2023 03/06/2023 03/06/2023 02/25/2024 04/14/2024 03/06/2023 04/16/2024 07/23/2022 12/01/2022 03/05/2024 05/19/2024 02/25/2024 12/15/2023 05/19/2024 08/06/2023 02/25/2024 12/15/2023 Supplier Mix ID Cement/Fly ash Lbs. Sack Min. 28-day Strength (psi) Slump W/Cm (Inch) Ratio Approved For: Expiration Date 30000 40050 35023 380/110 = 490 480/100 = 580 414/103 = 517 5.21 6.17 5.5 40068 564/0 = 564 6.00 45000 520/110 = 630 6.70 3,000 psi 4,000 3,600 3,600 4,500 3-5 3-5 1-3 1-3 Sidewalks and Ramps, Curb & Gutter Headwalls Machine Placed Paving Machine Placed Paving 3 - 5 0.40 Hand Placed Paving 0.52 0.42 0.45 0.41 10/29/2023 02/28/2024 05/19/2024 05/27/2024 06/29/2023 Pre -Approved Concrete Mix Designs Page 9 of 11 06/02/2022 Supplier Mix ID 45300 35050 30050 Cement/Fly ash Lbs. Sack Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date 611/0 = 611 430/100 = 530 390/100 = 490 Tarrant Concrete 6.50 5.64 4,500 3-5 0.41 3,600 3 - 5 0.48 5.21 3,000 3 - 5 0.49 Hand Placed Paving Light Pole Bases Sidewalks, Inlets, Junction Boxes 05/27/2024 03/31/2024 05/25/2024 Supplier Mix ID Cement/Fly ash Lbs. Sac Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date FW 6020AH P FW60AHP TCFW6020AHP FW7520AMR FW6520AMR FW5520AMP FW5320A FWFF150CLS M FWFF275 FW6020A2 TCFW5020A FW5025A FW5020A CP5020A FW5525A2 451/113 = 564 6.00 564/0 = 564 6.00 451/113 6.00 526/132 = 658 7.00 489/122 = 611 6.50 414/103 = 517 398/100 = 498 30/300 = 330 5.50 5.30 3.51 50/150 = 200 2.13 451/113 = 564 6.00 376/94 = 470 353/117 = 470 5.00 376/94 = 470 5.00 376/94 = 470 5.00 388/129 = 517 5.50 Titan Ready Mix 4,500 3 - 5 4,500 3 - 5 4,500 4,500 (3,000 @72 hrs.) 4,500 (3,000 @ 3-days) 3,600 3,000 50 - 150 50 - 150 4,000 3-5 Hand Placed Paving Hand Placed Paving Hand Placed Paving 3 - 5 0.35 HES Paving 3 - 5 0.38 HES Paving 3-5 Flow Fill Flow Fill 0.44 0.44 0.44 1 - 3 0.44 0.50 0.86 Machine Placed Paving Blocking 03/11/2024 03/11/2024 3/28/2024 09/09/2022 08/11/2023 01/22/2023 03/23/2024 Flowable Fill/CLSM 03/24/2024 1.9 Flowable Fill/CLSM 07/23/2022 Storm Drain Structures 3,000 3 - 5 0.52 Sidewalks Curb & Gutter, Driveways, Sidewalks & Ramps Curbs & Gutter, 3,000 3 - 5 0.51 Sidewalks, 03/12/2024 Driveways 3,000 3 - 5 0.51 Curb & Gutter 02/24/2024 Valley Gutters, Sidewalks, Drive 3,600 3 - 5 0.47 Approaches, ADA 08/19/2024 Ramp, Light Pole Foundations 3-5 3,000 3 - 5 0.44 0.51 03/23/2024 3/28/2024 09/09/2022 Supplier Mix ID Cement/Fly ash Min. 28-day Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Lbs. Sack 3020AE TRC4520 376/94 = 470 489/122 = 611 5.00 6.50 3,000 4,500 3 - 5 3 - 5 0.52 0.45 Sidewalks Hand Placed Paving 04/01/2023 12/04/2022 Pre -Approved Concrete Mix Designs Page 10 of 11 06/02/2022 255.2302 0250.2301 1 350.240 0260.2302 True Grit Redi Mix Supplier Mix ID Cement/Fly ash 1 Min. 28-day Lbs. Sack Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date Flatwork, Curb & 0250.230 376/94 = 470 5.00 3,000 3 — 5 0.49 Gutter, Driveways, 06/30/2024 Sidewalks 414/103 = 517 5.50 3,600 3 — 5 0.46 Light Pole Foundations 09/08/2022 376/94 = 470 5.00 3,000 3 — 5 0.46 Curb & Gutter, 02/21/2024 Driveways, Sidewalks 451/113 = 564 6.00 4,000 1 — 3 0.39 Machine Placed 04/27/2024 Paving 0255.2301 414/103 = 517 5.50 3,600 1 — 3 0.41 Machine Placed 07/10/2022 Paving 0260.2301 451/113 = 564 6.00 4,500 3 — 5 0.44 Hand Placed Paving 07/10/2022 270.230 526/132 = 658 7.00 5,000 3 — 5 0.36 Hand Placed Paving 01/04/2024 0265.2301 489/122 = 611 6.50 4,500 3 — 5 0.40 Valley Gutters, Hand 02/21/2024 Placed Paving Wise Ready Mix Supplier Mix ID Cement/Fly ash Min. 28-day Lbs. Sack Strength (psi) Slump (Inch) W/Cm Ratio Approved For: Expiration Date 3678 384/96 = 480 5.11 3,600 3 — 5 0.50 Lighting and Traffic Signal Foundations 07/23/2022 Pre -Approved Concrete Mix Designs Page 11 of 11 06/02/2022 CITY OF FORT WORTH Pre -Approved HMAC Mix Designs The hot mix asphalt mix concrete (HMAC) mix designs listed below meet the requirements of City of Fort Worth Standard Specifications. These mix designs are pre - approved for use on City projects. The City reserves the right to sample and test materials at any time. For more information on mix designs, contact the Material and Geotechnical Services at (817) 392-8930. Updated: 05/25/2022 Austin Asphalt Contractor Design # Optimu m Asphalt Content Recycled to Total Binder Ratio, VMA @ Optimum AC Indirect Tensile Strength (psi) Approved For Expiration Date FT5D137965 DA5D135965 FT5B117965 FT1B139965 FT1B117.2 JLB 5.1% PG64-22 5.0% PG64-22 4.3% PG64-22 4.2% PG64-22 4.3% PG64-22 0.0 0.0 18.6 0.0 18.6 15.5 15.6 13.5 13.2 13.7 157.4 122.9 140.6 151.4 140.6 Type D Fine Surface Type D Fine Surface Type B Fine Base Type B Fine Base Type B Fine Base 05/04/2024 12/13/2024 08/09/2023 10/09/2022 05/04/2024 Contractor Design # Optimu m Asphalt Content Recycled to Total Binder Ratio, VMA @ Optimum AC Indirect Tensile Strength (psi) Approved For Expiration Date JLB-18-20876-D 5. PG64-22 Reynolds Asphalt 0.0 15.6 116.0 Type D Fine Surface 07/31/2022 Contractor Design # Optimu m Asphalt Content Recycled to Total Binder Ratio, VMA @ Optimum AC Indirect Tensile Strength (psi) Approved For Expiration Date 1901D 1112B 5.1% PG64-22 4.2% PG64-22 0.0 18.9 15.3 13.3 108.0 110.7 Type D Fine Surface Type B Fine Base 09/04/2022 05/19/2024 Pre -Approved HMAC Mix Designs Page 1 of 2 05/25/2022 Contractor Design # Optimu m Asphalt Content Recycled to Total Binder Ratio, % VMA @ Optimum AC Indirect Tensile Strength (psi) Approved For Expiration Date 1612B 4.2% PG64-22 13.5 162 Type B Fine Type Base 09/11/2022 Sunmount Paving Contractor Design # Optimu m Asphalt Content Recycled to Total Binder Ratio, VMA @ Optimum AC Indirect Tensile Strength (psi) Approved For Expiration Date 341DV6422 341- BRAP6422ERG 5.3% PG64-22 4.3% PG64-22 0.0 18.6 16.5 13.2 102 125.7 Type D Fine Surface Type B Fine Base 12/14/2022 10/27/2022 TXBIT Contractor Optimum Recycled to VMA @ Indirect Expiration Design # Asphalt Total Binder Optimum Tensile Approved For Date Content Ratio, % AC Strength (psi) 37-211305-20 44-211305-17 211305 (1757) 222475 (1857) 29-222475-19 1-222475-20 64-224125-18 12-222475-19 4.2% PG64-22 4.2% PG64-22 4.5% PG64-22 5.0% PG64-22 4.8% PG64-22 5.2% PG64-22 5.1% PG70-22 5.3% PG64-22 19.00 19.0 17.8 0.0 0.0 0.0 0.0 0.0 13.7 13.8 14.3 15.5 15.2 16.0 15.7 16.2 145.5 132.3 127.0 157.8 115.5 140 109.3 106.3 Type B Fine Base Type B Fine Base Type B Fine Base Type D Fine Surface Type D Fine Surface Type D Fine Surface Type D Fine Surface Type D Fine Surface 02/05/2023 07/07/2022 10/07/2022 11/30/2022 07/31/2022 05/25/2024 07/07/2022 06/17/2022 Pre -Approved HMAC Mix Designs Page 2 of 2 05/25/2022 FORT WORTH. CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 1 OF 3 Updated: 03/19/2021 Approval Spec No. er Model No. Nati 9/28/2018 9/28/2018 9/28/2018 9/28/2018 9/28/2018 4/3/2019 4/3/2019 10/8/2020 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021) 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Cover Manhole Frames and Covers Manhole Frame Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) Neenah Foundry Neenah Foundry Neenah Foundry Neenah Foundry SIP Industries ++ SIP Industries ++ EJ ( Formally East Jordan Iron Works) MHRC #220605 NF-1274-T91 NF-1743-LM (Hinged) NF-1930-30 R-1743-HV 2279ST 2280ST EJ1033 Z2/A ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A536 AASHTO M306 **24" Dia 32" Dia 32" Dia 32.25" Dia 32" Dia **24" Dia 32" Dia 32.25" Dia **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. * From Original Standard Products List FORT WORTH. CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 2 OF 3 Updated: 10/13/21 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021) 10/08/20 33 49 20 10/08/20 33 49 20 Curb Inlets Curb Inlets 10/08/20 33 49 20 Curb Inlets 10/08/20 33 49 20 Curb Inlets 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 10/08/20 33 39 20 Manhole 3/19/2021 33 49 20 Curb Inlets 3/19/2021 33 49 20 Curb Inlets 3/19/2021 33 49 20 Curb Inlets 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 39 20 Manhole 3/19/2021 33 49 20 Drop Inlet 3/19/2021 33 49 20 Drop Inlet 3/19/2021 33 49 20 Drop Inlet Forterrra Forterrra FRT-10x3-405-PRECAST** ASTM C913 FRT-10x3-406-PRECAST** ASTM C913 Forterrra FRT-10x4.5-407-PRECAST** ASTM C913 Forterrra FRT-10x4.5-420-PRECAST** ASTM C913 Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 Thompson Pipe Group TPG-10X3-405-PRECAST INLET** ASTM 615 Thompson Pipe Group TPG-15X3-405-PRECAST INLET** ASTM 615 Thompson Pipe Group TPG-20X3-405-PRECAST INLET** ASTM 615 Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 **Note: Pre -cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in -place. No exceptions to this requirement shall be allowed. 10'X3' 10'X3' 10' X 4.5' 10' X 4.5' 4' X 4' 4' X 4' 5' X 5' 5' X 5' 6' X 6' 6' X 6' 10'X3' 15' x 3' 20'x3' 4' X 4' 4'X4' 4'X4' 5' X 5' 5' X 5' 5' X 5' 6' X 6' 6' X 6' 6' X 6' 7' X 7' 7' X 7' 7' X 7' 8' X 8' 8' X 8' 8' X 8' 4'X4' 5' X 5' 6' X 6' * From Original Standard Products List FORT WORTH,. CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 3 OF 3 Updated: 04/14/21 Approval Spec No. Classsification Storm Sewer - Pipes 33-05-13 (Rev 03/19/21) 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60" FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Manufacturer Model No. National Spec Size 07/23/97 04/26/00 04/26/00 1/26/99 5/13/05 Water & Sewer - Manholes & Bases/Comnonents 33-39-10 (Rev 2/3/16) 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Urethane Hydrophilic Watcrstop Offset Joint for 4' Diam. MH Profile Gasket for 4' Diam. MH. HDPE Manhole Adjustment Rings Manhole External Wrap Asahi Kogyo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladtech, Inc Canusa - CPS er - Manholes & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manhole 08/30/06 33 39 13 Fiberglass Manhole 08/24/18 08/24/18 08/24/18 08/24/18 10/31/06 7/25/03 01/31/06 11/02/10 07/19/11 08/10/11 Water & Sewer - Manholes & Bases/Frames & 33 05 13 'Manhole Frames and Covers Water & Sewer.- Manholes & Bases/Frames & 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers (Hinged) Manhole Frames and Covers 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI 09/16/19 10/07/21 03/08/00 04/20/01 33 05 13 34 05 13 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover Fluid Containment, Inc. L.F. Manufacturing 1 Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring WrapidSeal Manhole Encapsulation System Covers/Rectangular 33-05-13 (Rev 2/3/16) Western Iron Works, Bass & Hays Foundry f Flowtite 1001 Covers/Standard (Round) 33-05-13 (Rev 2/3/16) Western Iron Works, Bass & Hays Foundry 30024 McKinley Iron Works Inc. A 24 AM Neenah Foundry R-1272 Neenah Foundry R- 165-LM (Hinged) Neenah Foundry NF 1274 Neenah Foundry R-1743-LM (Hinged) Sigma Corporation MH-144N Sigma Corporation MH-143N Pont-A-Mousson GTS-STD Neenah Casting Powerseal Hinged Ductile Iron Manhole Saint-Gobain Pipelines (Pamrex/rexus) RE32-REFS East Jordan Iron Works V1432-2 and V1483 Designs Sigma Corporation MH1651FWN & MH16502 Star Pipe Products MH32FTWSS-DC Accucast 220700 Heavy Duty with Gasket Ring 30" ERGO XL Assembly East Jordan Iron Works with Cam Lock/MPIC/T-Gasket SIP Industries 2280 (32") CAP-ONE-30-FTW, Composite, w/ Lock Composite Access Products, L.P. w/o Hing Trumbull Manufacturing 32"(30") Frame and Cover Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1Z1 33 05 13 3305 13 3305 13 330513 33 05 13 33 05 13 Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Manhole Frames and Covers Pont-A-Mousson Neenah Casting Westem Iron Works,Bass & Hays Foundry McKinley Iron Works Inc. Accucast (SIP)Serampore Industries Private Ltd. Water & Sewer - Manholes & Bases/Precast Concrete (2ev 1/8/13 33 39 10 Manhole, Precast Concrete 33 39 10 Manhole, Precast Concrete 09/23/96 33 39 10 Manhole, Precast Concrete 05/08/18 33 39 10 Manhole, Precast Concrete 10/27/06 33 39 10 Manhole, Precast Concrete 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete 09/06/19 33 39 20 Manhole, Precast Concrete 10/07/21 32 39 20 Manhole, Precast Concrete 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Hydro Conduit Corp Wall Concrete Pipe Co. Inc. Concrete Product Inc. The Turner Company Oldcastle Precast Inc. US Composite Pipe Forterra Pipe and Precast Forterra Pipe and Precast Armorock Predl Systems Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitiou El-14 Manhole Rehab Systems 0uadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company 5/12/03 E1-14 Manhole Rehab System (Liner) Poly -triplex Technologies 08/30/06 General Concrete Repair FlexKrete Technologies 05/20/96 12/14/01 01/31/06 8/28/2006 08/30/06 aW ter & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious EI-14 Manhole Rehab Systems EI-14 Manhole Rehab Systems Coating for Corrosion protection(Exterior) Coatings for Corrosion Protection Coatings for Corrosion Protection Coatings for Corrosion Protection 33 05 16, 33 39 10, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sprayrou, Sun Coast ERTECH Chesterton Warren Environmental Citadel Sherwin Williams Pamtight 300-24P WPA24AM RC-2100 300-24-23.75 Ring and Cover SPL Item #49 48" I.D. Manhole w/ 32" Cone 48", 60" I.D. Manhole w/ 32" Cone 48" I.D. Manhole w/ 24" Cone Reinforced Polymer Concrete 60" & 72" I.D. Manhole w/32" Cone 48" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone Refiner MSP Strong Seal MS2A Rehab System MH repair product to stop infiltration Vinyl Polyester Repair Product Spray Wall Polyurethane Coating Series 20230 and 2100 (Asphatic Emulsion) Arc 791, SIHB, 51, S2 S-301 and M-301 SLS-30 Solids Epoxy RR&C Dampproofing Non-liibered Spray Grade (Asphatic Emulsion) ASTM D2240/D412/D792 ASTM C-443/C-361 ASTM 3753 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A48 & AASHTO M306 ASTM A536 AASHTO M306-04 ASSHTO M105 & ASTM A536 ASTM A 48 ASTM A 48 ASTM A 48 ASTM C 478 ASTM C-443 ASTM C 478 ASTM C 478 ASTM C 478 ASTM C-76 ASTM C-76 ASTM C-77 ASTM D5813 ASTM D639/D790 Acid Resistance Test SS MH Traffic and Non -traffic area Non -traffic area Non -traffic area 2424"x- 24" Dia. 24" Dia. 24" Dia. 24" Dia. 30" Dia. 30" dia. 24" dia. 24" dia. 24" Dia. 30" Dia. 30" Dia. 30" Dia 30" Dia 30" Dia 30" Dia 30" Dia. 30" Dia. 30" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 48" 48" 48" w/32" cone 48", 60" 48" Diam w 24" Ring 48" to 72" 60" & 72" 48" 48" & 60" 48" & 60" Non Traffic Arms Misc. Use For Exterior Coating of Concrete Structures Only Sewer Applications Sewer Applications Sewer Applications For Exterior Coaling of Concrete Structures Only * From Original Standard Products List 1 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. .- 'on Manufacturer Model No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161 33 05 13 Manhole Insert 33 05 13 Manhole Insert * 33 05 13 Manhole Insert 09/23/96 33 05 13 Manhole Insert 09/23/96 33 05 13 Manhole Insert Knutson Enterprises South Westem Packaging Noflow-Inflow Southwestem Packing & Seals, Inc. Southwestem Packing & Seals, Inc. Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic LifeSaver - Stainless Steel TetherLok - Stainless Steel ASTM D 1248 ASTM D 1248 ASTM D 1248 For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dig Water & Sewer - Pine Casing Snacers 33-05-24 (07/01/ 11/04/02 Steel Band Casing Spaccrs Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Nonjeressure Pipe and Grouted Casing 03/19/18 Casing Spacers BWM 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/131 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. Super Bell -The Ductile Iron Pressure Pipe, American Fastite Pipe (Bell Spigot) American Flex Ring (Restrained Joint) Water & Sewer - Utility Line Marker (08/24/20181 Sewer - Coatin 1s/Euoxv 33-39-60 (01/08/131 02n5/02 Epoxy Lining System 12/14/01 Epoxy Lining System 04/14/05 Interior Ductile Iron Pipe Coating 01/31/06 Coatings for Corrosion Protection 8/28/2006 Coatings for Corrosion Protection 05/25/18 Sewer - Coatines/Polvurethane Sewer - Combinatio 33-31-70 Air Release Valve Sewer - Pipes/Concrete EI-04 Conc. Pipe, Reinforced * EI-04 Conc. Pipe, Reinforced * EI-04 Conc. Pipe, Reinforced * EI-04 Conc. Pipe, Reinforced Sauereisen, Inc SewerGard 210RS Ertech Technical Coatings Ertech 2030 and 2100 Series Induron Protecto 401 Chesterton Arc 791, SIHB, SI, S2 Warren Environmental 5-301 and M-301 A.R.I. USA, Inc. Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. D025LTP02(Composite Body) Class III T&G, SPL Item #77 SPL Item #95 Manhole, 1198 Pipc AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 LA County #210-1.33 3" thm 24" 4" thru 30" 4" thre 30" ASTM B-117 Ductile Iron Pipe Only Acid Resistance Test Sewer Applications Sewer Applications ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 Sewer - Pine Enlarament System (Method133-31-23 (01/18/131 PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer- Pine/Fibernlass Reinforced Pine 33-31-13(1/8 7/21/97 F 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron 04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group 4/14/05 Polymer Modified Concrete Pipe Amitech USA 06/09/10 EI-9 Reinforced Polymer Concrete Pipe US Composite Pipe 12/02/11 10/22/14 Sewer - PinesIHDPE 33-31-23(1/8/131 High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe Sewer - Pines/PVC (Pressure Sewer) 33-11-12 (4/1/13) 33-11-12 DR-14 PVC Pressure Pipc 33-11-12 DR-14 PVC Pressure Pipe Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (Flowtite) Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM C33, A276, F477 ASTM C-76 8" to 102", Class V Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" Plexco Inc. ASTM D 1248 8" Polly Pipe, Inc. ASTM D 1248 8" CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" Ihm 12" Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thm 12" * From Original Standard Products List 2 FORT WORTH., CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Sewer - Pines/P C - -21 (7/1/13) 12/23/97* 01/18/18 11/11/98 09/11/12 05/06/05 04/27/06 3/19/2018 3/19/2018 3/29/2019 10/21/2020 10/22/2020 10/21/2020 33-31-20 PVC Sewer Poe 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33-31-20 33 31 20 33 31 20 33 31 20 33 31 20 33 31 20 33 31 20 PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer PRr PVC Solid Wall Pipe PVC Sewer Fittings PVC Sewer Fittings PVC Sewer Pipe PVC Sewer Pyre Gasketed Fittings (PVC) PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe Manufacturer J-M Manufacturing Co., Inc. (JM Eagle) Diamond Piastres Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Piastres Corporation J-M Manufacturing Co, Inc. (JM Eagle) Ptq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlake) Proelife Jet Stream Proelife let Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) Model No. SDR-26 SDR-26 Gravity Sewer "S" Gravity Sewer Pipe SDR 26/35 PS 115/46 SDR-26 and SDR-35 SDR 26/35 PS 115/46 SDR-26 and SDR-35 Gasket Fittings Gasketed PVC Sewer Main Fittings SDR 35 SDR26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Spec ASTM D 3034 ASTM D 3034 ASTM F 789 ASTM D3034 ASTM F 679 ASTM F 679 ASTM F-679 ASTM F-679 ASTM D-3034, D-1784, etc ASTM D 3034 ASTM F679 ASTM D3034 ASTM D3034/F-679 ASTM D3034 ASTM D3034 ASTM F-679 Size 4" - 15" 4" thru 15" 4" thru 15" 4" thru 15" 18" to 27" 18" - 28" 18" 18" to 48" 4" - 15" 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" * 05/03/99 05/29/96 Cured in Place Pare Cured in Place Pipe Cured in Place Pipe Sewer - Pines/Rehab/Fold & Form Fold and Form Pipe 11/03/98 Fold and Form Pipe Fold and Form Proe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe Insituform Texark, Inc National Envirotech Group Reynolds Inc/hrlrner Technolgy (Inliner USA) Cullum Pipe Systems, Inc. Insituform Technologies, Inc. American Pipe & Plastics, Inc. Ultraliner Miller Pipeline Corp. National Liner, (SPL) Item #27 Inliner Technology Insituf "NuPlpe" Ultraliner PVC Alloy Pipeliner EX Method ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 Demo. Purpose Only Up to 18" diameter Sewer - Pipes/Open Profile Larne Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Proe, Ribbed E100-2 PVC Sewer Pare, Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05/16/11 Steel Reinforced Polyethylene Pipe Ol/18/18 08/28/02 07/23/12 10/27/87 10/27/87 Lamson Vylon Poe Extrusion Technologies, Inc. Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products Carlon Vylon H.C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SanrTde HP Triple Wall Proe Durmaxx Water - AnourenM2-10 (07/0 33-12-10 33-12-10 Double Strap Saddle Double Strap Saddle Double Strap Service Saddle Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves 01/26/00 0/5/21/12 33-12-25 03/29/22 05/10/11 02/29/12 02/29/12 02/29/12 05/10/11 08/30/06 Coated Tapping Saddle with Double SS Straps Tapping Sleeve (Coated Steel) 33-12-25 ITapping Sleeve (Coated or Stainless Steel) Tapping Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Coated Steel) 33-12-25 Tapping Sleeve (Stainless Steel) 33-12-25 Tapping Sleeve (Stainless Steel) Joint Repair Clamp Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid Concrete Meter Box Concrete Meter Box Concrete Meter Box Water - Bolts. Nuts. and Gaskets 33-11-05 (01/08/131 Romac Smith Blair Mueller Company McDonald McDonald Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Mueller Co., Ltd. Mueller Co., Ltd. Mueller Co., Ltd. JCM Industries, Inc. JCM Industries, Inc. JCM Industries, Inc. Powerseal Romac Romac Romac Powerseal DFW Plastics Inc. DFW Plastics Inc. DFW Plastics Inc. Bass & Hays Bass & Hays Bass & Hays 202NS Nylon Coated #317 Nylon Coated Double Strap Saddle DR2S Double (SS) Strap DI Saddle 6100M,6100MT & 610MT 4603B, 4604B, 6100M, 6100TM and 6101M FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL B-25000N, B-24277N-3, B-20200N-3, H- 15000N„ H-1552N, H142276N B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N B-25000N, B-20200N-3,H-15000N, 11- 15530N #406 Double Band SS Saddle 412 Tapping Sleeve ESS 415 Tapping Sleeve 3490AS (Flange) & 3490M1 FTS 420 SST Stainless Steel SST III Stainless Steel 3232 Bell Joint Repair Clamp DFW37C-12-1EPAF FTW DFW39C-12-1EPAF FTW DFW65C-14-IEPAF FTW CMB37-B12 1118 LID-9 CMB-18-Dual 1416 LID-9 CMB65-B65 1527 LID-9 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 AWWA AWWA C800 AWWA C800 AWWA C800 AWWA C800 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C800, ANSF 61, ANSIMSF 372 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 18" to 48" 18" to 48" 24"-30" 30" to 60" 24" to 72" 1 "-2" SVC, up to 24" Pipe 1"-2" SVC, up to 24" Pipe 3/4" and 1" 1 %" and 2" 2" 1" I"-2" Taps on up to 12" Up to 30" w/12" Out Concrete Prpe Only 4"-8" and 16" Up to 42" w/24" Out Up to 24" w/12" Out Up to 30" w/12" Out 4" to 30" Class "A" * From Original Standard Products List 3 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. •1 'on Water - Combination Air a ease 33-31-70 (01/08/13) E1-11 Combination Air Release Valve E1-11 E1-11 Combination Air Release Valve Combination Air Release Valve rWater - Dry Barrel Fire Hydrants 33-12-40 (O1/15/141 10/01/87 03/31/88 09/30/87 01/12/93 08/24/88 09/24/87 10/14/87 01/15/88 10/09/87 09/16/87 08/12/16 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant E1-12 E-1-12 E-1-12 33-12-40 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Manufacturer GA Industries, Inc. Multiplex Manufacturing Co. Valve and Primer Corp. American -Darling Valve American Darling Valve Clow Corporation American AVK Company Clow Corporation ITT Kennedy Valve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry Waterous Company EJ (East Jordan Iron Works) Model No. National Spec Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts Crispin Air and Vacuum Valves, Model No APCO #143C, #145C and #147C Drawing Nos. 90-18608, 94-18560 AWWA C-502 Shop Drawing No. 94-18791 AWWA C-502 Shop Drawing No. D-19895 AWWA C-502 Model 2700 AWWA C-502 Drawings D20435, D20436, B20506 AWWA C-502 Shoo Drawing No. D-80783FW AWWA C-502 Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 A-423 Centurion AWWA C-502 Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 Shop Drawing No. 960250 AWWA C-502 Shop Drawing No. SK740803 AWWA C-502 WaterMaster 5CD250 Size 1"&2" 1/2" 1"&2" 1" 2"&3" 02/05/93 E 101-5 Detector Check Meter 08/05/04 Magnetic Drive Vertical Turbine Ames Company Hersey Model 1000 Detector Check Valve AWWA C550 Magnetic Drive Vertical AWWA C701, Class 1 Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) 01/18/18 3/19/2018 3/19/2018 5/25/2018 5/25/2018 12/6/2018 12/6/2018 9/6/2019 9/6/2019 9/6/2019 9/6/2019 33-11-12 33 11 12 33 11 12 33 11 12 33 11 12 PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 33 11 12 33 11 12 33 11 12 PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe Vinyltech PVC Pipe Pipelife Jet Stream Pipelife Jet Stream Diamond Plastics Corporation Diamond Plastics Corporation J-M Manufacturing Co., Inc d/b/a JM Eagle J-M Manufacturing Co., Inc d/b/a JM Eagle Underground Solutions Inc. NAPCO(Westlake) NAPCO(Westlake) Sanderson Pipe Corp. Water - Pines/Valves & Fittinos/Duetile Iron Fittings 33-11-11 (01/08/13 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. * EI-07 Ductile Iron Fittings * EI-07 Ductile Iron Fittings 08/11/98 EI-07 Ductile Iron Fittings 02/26/14 EI-07 MI Fittings 05/14/98 EI-07 Ductile Iron Joint Restraints 05/14/98 E1-24 PVC Joint Restraints 11/09/04 E1-07 Ductile Iron Joint Restraints 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) 08/10/98 EI-07 MI Fittings(DIP) 10/12/10 EI-24 Interior Restrained Joint System 08/16/06 E1-07 Mechanical Joint Fittings 11/07/16 33-11-11 Mechanical Joint Retainer Glands 11/07/16 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands 03/19/18 33-11-11 Mechanical Joint Retainer Glands Griffin Pipe Products, Co. McWane/Tyler Pipe/ Union Utilities Division Sigma, Co. Accucast Ford Meter Box Co./Uni-Flange Ford Meter Box Co./Uni-Flange One Bolt, Inc. EBAA Iron, Inc. EBAA Iron, Inc. Sigma, Co. Sigma, Co. Sigma, Co. Sigma, Co. S & B Techncial Products SIP Industries(Serampore) Star Pipe Products, Inc. Star Pipe Products, Inc. SIP Industries(Serampore) SIP Industries(Serampore) SIP Industries(Serampore) DR14 DR14 DR18 DR 14 DR 18 DR 14 DR 18 DR14 Fusible PVC DR18 DR14 DR14 Mechanical Joint Fittings Mechanical Joint Fittings Mechanical Joint Fittings, SSB Class 350 Mechanical Joint Fittings, SSB Class 351 Class 350 C-153 MI Fittings Uni-Flange Series 1400 Uni-Flange Series 1500 Circle -Lock One Bolt Restrained Joint Fitting Megalug Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-Lok SLC4 - SLCIO Sigma One-Lok SLCS4 - SLCS12 Sigma One-Lok SLCE Sigma One-Lok SLDE Bulldog System ( Diamond Lok 21 & JM Mechanical Joint Fittings PVC Stargrip Series 4000 DIP Stargrip Series 3000 EZ Grip Joint Restraint (EZD) Black For DIP EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe AWWA C900, AWWA C605, ASTM D1784 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C153&C110 AWWA C 110 AWWA C 153, C 110, C 111 AWWA C 153, C 110, C 112 AWWA C153 AWWA C111/C153 AWWA C111/C153 AWWA C111/C116/C153 AWWA C111/C116/C153 AWWA C111/C116/C153 AWWA C111/C153 AWWA C111/C153 AWWA C111/C153 AWWA C153 ASTM F-1624 AWWA C153 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 ASTM A536 AWWA C111 4"-12" 4"-12" 16'-24" 4" - 8" 16" -24" 4"- 12" 4" to 36" 4" to 24" 4" to 12" 4"to42" 4"to24" 4" to 10" 4" to 12" 12" to 24" 4" to 12" 4" to 24" 16'-24" * From Original Standard Products List 4 FORT WORTH., Note: All water o CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. on Water - Pines/Va ves : Ft ' esilient Seated Gate Valve* 33-12-20 (05/13/151 Manufacturer Model No. National Spec Size 12/13/02 08/31/99 05/18/99 10/24/00 08/05/04 05/23/91 01/24/02 11/08/99 01/23/03 05/13/05 01/31/06 01/28/88 10/04/94 11/08/99 11/29/04 11/30/12 05/08/91 10/26/16 08/24/18 1/11/99 06/12/03 04/06/07 03/19/18 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 Resilient Wedged Gate Valve w/no Gears American Flow Control Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient We eGate Valve Resilient Seat Gate Valve E1-26 Resilient Seated Gate Valve 33-12-20 Resilient Seated Gate Valve Mateo Gate Valve American Flow Control American Flow Control American Flow Control American Flow Control American Flow Control American AVK Company American AVK Company Kennedy M&H Mueller Co. Mueller Co. Mueller Co. Mueller Co. Mueller Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Stockham Valves & Fittings U.S. Pipe and Foundry Co. EJ (East Jordan Iron Works) Matco-Norca Series 2500 Drawing # 94-20247 Series 2530 and Series 2536 Series 2520 & 2524 (SD 94-20255) Series 2516 (SD 94-20247) Series 2500 (Ductile Iron) 42" and 48" AFC 2500 American AVK Resilient Seaded GV Series A2361 (SD 6647) Serves A2360 for 18"-24" (SD 6709) Mueller 30" & 36", C-515 Mueller 42" & 48", C-515 16" RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow 30" & 36" C-515 Clow Valve Model 2638 Metrosea1250, regmrements SPL #74 EJ FlowMaster Gate Valve & Boxes 225 MR AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & ants AWWA/ANSI C115/An21.15 16" 30" and 36" 20" and 24" 16" 4" to 12" 42" and 48" 4" to 12" 20" and smaller 4" - 12" 4" - 12" 4" - 12" 16" 24" and smaller 30" and 36" 42" and 48" 4" - 12" 16" 24" and smaller 30" and 36" (Note 3) 24" to 48" (Note 3) 4" 2„ 3" to 16" 4" to 16" Water - Pioes/Va1ve9'& Fittines/Rubber Seated Butterfly Va1v3-12-21707/10/1AT. EI-30 EI-30 E1-30 E1-30 E1-30 33 12 21 Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Valmatic American Butterfly Valve Rubber Seated Butterfly Valve Rubber Seated Butterfly Valve Water - Polvettvlene Encasement 33-11-10 (01/08/131 05/12/05 05/12/05 05/12/05 09/06/19 3/12/96 El-13 E1-13 E1-13 33-11-11 Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Polyethylene Encasment Water - Samuline Station 1 Water Sampling Station Henry Pratt Co. Mueller Co. Dezurik Valves Co. Valmatic Valve and Manufacturing Corp. M&H Valve G. A. Industries (Golden Anderson) Flexsol Packaging Mountain States Plastics (MSP) and AEP Ind. AEP Industries Northtown Products Inc. Water Plus Valmatic American Butterfly Valve. M&H Style 4500 & 1450 AWWA C504 Butterfly Valve Fulton Enterprises Standard Hardware Bullstrong by Cowlown Bolt & Gasket PE Encasement for DIP B20 Water Sampling Station AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C-504 AWWA C105 AWWA C105 AWWA C105 AWWA C105 Water - Automatic Flusher 10/21/20 04/09/21 04/09/21 Automated Flushing System Automated Flushing System Automated Flushing System Mueller Hydroguard Kupferle Foundry Company Kupf le Foundry Company HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) Eclipse #9800wc Eclipse 49700 (Portable) 24" 24"and smaller 24" and larger Up to 84" diameter 24" to 48" 30"-54" 8 mil LLD 8 mil LLD 8 mil LLD 8 mil LLD * From Original Standard Products List 5