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Contract 59205-PM1
CSC No. 59205-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK IPRC Record No. 22-0210 City Project No. 104503 FID No. 30114-0200431-104503-E07685 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department Prepared for The City of Fort Worth MARCH 2023 DUTAIA1 DUNAWAY ASSOCIATES, L.P. 550 Bailey Avenue, Suite 400 Ft. Worth, TX 76107 Office: 817-335-1121 / Fax: 817-429-1370 TX REG. F-1114 www.dunaway.com DA Project#7845.002 101 DARRELL HOWARD JR. 1_5 76,:� ONA OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 23 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions 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 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification's 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 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 Water Department Standard Product List 11/08/2021 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httu://fortworthtexas.gov/tuw/contractors/ or httus://auus.fortworthtexas.gov/Prof ectResources/ Division 02 - Existing Conditions 02 41 13 Selective Site omolitian 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 03 34 13 03 34 16 03 80 00 Cast -In -Place Concrete Controlled Low Strength Material (CLSM) Concrete Base Material for Trench Repair Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 26 05 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Eleotriaal fr, stems 26 05 50 Gommurications Multi Duct Conduit Division 31- Earthwork 31 10 00 Site Clearing 31 23 16 Uv kaix ied Excavation 31 23 23 WIFFONV 31 24 00 Emlrts 31 25 00 Erosion and Sediment Control 31 36 00 Gabions 31 37 00 Riprap Division 32 - Exterior Improvements 32 01 17 32 01 18 32 01 29 32 11 23 32 11 29 32 11 33 32 11 37 32 12 16 32 12 73 32 13 13 32 13 20 32 13 73 32 14 16 32 16 13 CITY OF FORT WORTH Permanent Asphalt Paving Repair Temporary Aorralt Ikwing Repair Concrete Paving Repair Flexible Base Courses Lime Treated Base Courses Gamont TivaNd Base Courses Liquid Treated Sail a 1i er Asphalt Paving Asphalt Paving Crack Sealants Concrete Paving Concrete Sidewalks, Driveways and Barrier Free 1 a' Concrete Paving Joint Sealants Brink U nt Raving Concrete Curb and Gutters and Valley Gutters Last Revised 12/20/2012 12/20/2012 02/02/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 11/22/2013 12/20/2012 12/20/2012 07/01/2011 02/26/2016 12/20/2012 01/28/2013 01/28/2013 01/28/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 08/21/2015 12/20/2012 12/20/2012 12/20/2012 06/05/2018 12/20/2012 12/20/2012 10/05/2016 WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 32 17 23 32 17 25 32 31 13 32 31 26 32 31 29 32 32 13 32 91 19 32 92 13 32 93 43 Pavement Markings Curb Addruz ilai:� .rg C nr. Fvrroor-xnd Gates Wiro F\Irroocznd Gates Wood Fences and Gates Cast in Place Concrete Ro a nirrg Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and €1 rube Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 g rj Pi n p g of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Wier E/ar;ices 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Limo ✓owefing 33 05 13 Frame, Cover and Grade Rings — Cast Iron 33 05 13.10 Frame, Cover and Grado Rig Composite Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 TurK 1 inrorPkio 33 05 22 Steel Casing Pipe 33 05 23 Hand TurAwling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete PifeYfdiC Pic, Dar Wrapped, Steel Cylinder Type 33 11 14 Buried €trool Pirca d Fittings 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 12 20 Resilient Seated Gate Valve 33 12 21 AWWA Rubber -Seated Butterfly Valves 33 12 25 Connection to Existing Water Mains 33 12 30 Co: ui:ition Air Valve Assemblies for Potable Water Systems 33 05 14 33 12 40 Fire Hydrants 33 12 50 Water EmvirkJ E"tratiow 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 11/22/2013 11/04/2013 12/20/2012 12/20/2012 12/20/2012 06/05/2018 12/20/2012 12/20/2012 12/20/2012 12/20/2012 03/03/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 07/01/2011 02/06/2013 12/20/2012 12/12/2016 12/20/2012 01/22/2016 01/22/2016 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 11/16/2018 12/20/2012 12/20/2012 02/14/2017 12/20/2012 12/20/2012 12/20/2012 02/06/2013 12/20/2012 01/03/2014 12/20/2012 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 12 60 Standard Blow off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberblc\ao Rorforced Pipe for Gravity Ea i ar; 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 Sanitary Sewer 12/20/2012 Pipe 33 31 22 Sanitary Sewor Flip Lining 12/20/2012 33 31 23 Sanitary Sewor Piro Ekxgement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Go: bin tion Air Valve for F3�nitc ry Sewer Force Mains 12/20/2012 33 39 10 Crac Pk e-Corrarctea nkallirollo 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fibcrglau Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Earritarry Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm D a 12/20/2012 33 41 12 Reinforced Polyethlene (FA-TE) Pie 11/13/2015 33 46 00 Subdrainago 12/20/2012 33 46 01 Slotted Etronn Drains 07/01/2011 33 46 02 Tfoml! ��uirz3 07/01/2011 33 49 10 Cr i Place Manholes and Junctior Jones 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Stan% Dr rage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A Controller Cabinet 12/18/2015 34 41 10.02 Attachment B Control} Frro:.ification 02/2012 34 41 10.03 Attachment C Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 Removing Traffic Signals 12/20/2012 Rectangukg lad Fk 2*g Beaeon 11/22/2013 Pedoorkm I-Iybrid Signal 11/22/2013 Roadway Illut i. atian Aooti i23 12/20/2012 Artor'kal L D Roadwa-y 06/15/2015 Freeway LED Roadway T.r.. k'irss 06/15/2015 Residential LED Roadway Ilartinake-s 06/15/2015 Aluminum Figns 11/12/2013 Single Modc Fibcr Optic Cable 02/26/2016 Traffic Control 11/22/2013 34 41 13 34 41 15 3441 16 34 41 20 34 41 20.01 34 41 20.02 34 41 20.03 34 41 30 34 41 50 34 71 13 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 Appendix GC 4.01 GC 4.03 GC 1.O/I GC 1.06 GC 6.06.D GC 6.07 GC 6.09 GC 6.31 GR-01 60 00 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 6 .v�.Lllrilit, of Lands Embearface and Physical Conditions underground Facilities Fku ardous Environmental Condition at Site Minority and Women Owned Busincss Entcrprisc Compliance Wage Rates P rmits and Utilities nIndisarinlraation Product Requirements END OF SECTION CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 00 42 43 DAP - BID PROPOSAL Page 1 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Campus Industrial Park - CPN:104503 UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Bidder's Proposal Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT I: WATER IMPROVEMENTS 1 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 $16,792.00 $16,792.00 2 3311.0241 8" Water Pipe 33 11 10 LF 17 $400.00 $6,800.00 3 3312.3003 8" Gate Valve 33 12 10 EA 1 $2,870.00 $2,870.00 4 3312.3005 12" Gate Valve 33 12 20 EA 1 $7,225.00 $7,225.00 5 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 0.26 $3,750.00 $975.00 6 0241.1118 4" - 12" Pressure Plug 02 41 14 EA 1 $1,120.00 $1,120.00 7 33305.0109 Trench Safety 34 05 10 LF 17 $24.00 $408.00 8 3312.2003 1" Water Service (Domestic) 33 12 10 EA 1 $8,205.50 $8,205.50 9 3312.2103 2" Water Service (Irrigation) 33 12 10 EA 1 $8,205.50 $8,205.50 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL UNIT I: WATER IMPROVEMENTS $52,601.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid ProposalDAP.xls 00 42 43 DAP - BID PROPOSAL Page 2 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Campus Industrial Park - CPN:104503 UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Bidder's Proposal Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value UNIT II: SANITARY SEWER IMPROVEMENTS 1 3339.1001 4' Manhole 33 39 10 EA 2 $9,459.00 $18,918.00 2 3331.4115 8" Sewer Pipe 33 11 10 LF 356 $220.00 $78,320.00 3 0241.1118 4"-12" Pressure Plug 02 41 14 EA 1 $1,611.00 $1,611.00 4 3305.0109 Trench Safety 33 05 10 LF 356 $3.00 $1,068.00 5 3201.0203 Asphalt Pvmt Repair Beyond Defined Width, 34 01 17 SY 241 $475.00 $114,475.00 Industrial 6 9999.0001 Connect to Existing Sewer Main 99 99 99 EA 1 $720.00 $720.00 7 3471.0001 Traffic Control 34 71 13 MO 1 $8,209.00 $8,209.00 8 9999.0002 Manhole Corrosion Coating Protection 99 99 99 EA 2 $1,750.00 $3,500.00 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 TO 'AL UNIT II: SANITARY SEWER IM PROVEMENT1 $226,821.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid ProposalDAP.xls 00 42 43 DAP - BID PROPOSAL Page 3 of 4 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Campus Industrial Park - CPN:104503 UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Bidder's Proposal Description Specification Section No. Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS This Bid is submitted by the entity named below: BIDDER: TRI DAL UTILITIES, LTD. 540 COMMERCE SOUTHLAKE, TEXAS 76092 Unit of Measure Bid Quantity Total Construction Bid BY: Scott Bennett TITLE: Estimator DATE: 3/14/2023 Unit Price Bid Value $52,601.00 $226,821.00 $279,422.00 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 1. 60 working days after the date when the CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls 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 "Major Work Tyne" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water & Wastewater New Development, Rehabilitation, and TRIDAL UTILITIES, LTD. 04/30/2023 Redevelopment Open Cut & (TO BE RENEWED ONCE 2022 FINANCIAL AUDIT Trenchless (all sizes) IS RECEIVED) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: TRIDAL UTILITIES, LTD. 540 COMMERCE SOUTHLAKE, TEXAS 76092 BY: /fiad Scott Langham (Signature) TITLE: Project Manager DATE: March 17, 2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 WATER & SEWER TO SERVE CAMPUS INDUSTRIAL PARK 00 45 12_Prequalification Statement 2015_DAP.docx CPN: 104503 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 104503 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 TRIBAL UTILITIES. LTD. 12 Company (please Print) 13 14 540 COMMERCE Signature: 15 Address 16 17 SOUTHLAKE, TEXAS 76092 Title: Project Manger 18 City/State/Zip 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME, the undersigned authority, on this day personally appeared 26 Scott Langham , known to me to be the person whose name is 27 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of Tri Dal Utilities Ltd. for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 17th 32 March , 2023. 33 34 35 36 Nota 37 38 39 By: Scott Langham END OF SECTION (Please Print) day of ". ublic i and for the tate of Texas JUDY SAW aERGER Notary ID #2885266 My Commission Expires August 28, 2026 CITY OF FORT WORTH WATER & SANITARY SEWER TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104503 Revised April 2, 2014 005243-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on j7yiigrch 2.3 is made by and between the Developer, 4 CAMPUS INDUSTRIAL PARK, LLC, authorized to do business in Texas ("Developer") , and 5 TRIDAL UTILITES, LTD., authorized to do business in Texas, acting by and through its duly 6 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 CAMPUS INDUSTRIAL PARK 16 CITY PROJECT NO. 104503 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 60 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer ZERO ($0.00) for each day that expires after the time specified in Paragraph 35 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised June 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 36 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of TWO HUNDRED SEVENTY-NINE THOUSAND 39 FOUR HUNDRED TWENTY-TWO DOLLARS AND ZERO CENTS ($279,422.001. 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker's Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of4 74 Article 6. INDEMNIFICATION 75 1.2 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 78 performed by the contractor, its officers, agents, employees, subcontractors, licenses 79 or invitees under this contract. This indemnification provision is specifically 80 intended to overate and be effective even if it is alleged or proven that all or some of 81 the damages being sought were caused. in whole or in hart, by anv act. omission or 82 negligence of the city. This indemnity provision is intended to include, without 83 limitation, indemnity for costs, expenses and legal fees incurred by the city in 84 defending against such claims and causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part. 93 by 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 WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised June 16, 2016 115 116 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. 117 118 119 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 120 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: i Dal U ..:ties Ltd. By: (Signature) Jas. : ermeier (Printed Name) Title: V.P. of Operations Company Name: Address: 540 Commerce City/State/Zip: Southlake, Texas 76092 March 17, 2023 Date Developer: CANVus T►1611,1St-i6. ((C By: /3 0W? 64. (Signature) SOW (Printed Name) Title: 'V(esi c Company name: Address: ' ISt)31 City/State/Zip: I 4--- WOrrh !Yl art/k 17, .0)02 Date CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised June 16, 2016 006119-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we Tri Dal Utilities, Ltd. , known as 8 "Principal" herein and Travelers Casualtv and Surety Comp@n+v nf,A.rnPriGa . a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the sum of TWO HUNDRED SEVENTY-NINE THOUSAND FOUR HUNDRED 13 TWENTY-TWO DOLLARS AND ZERO CENTS (S279,422.00), lawful money of the United 14 States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly 15 be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the /' day of %Ylrr.''/i . 20 43 , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as CAMPUS INDUSTRIAL PARK 24 104503 and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 Bond No. 107738346 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104503 Revised July 1, 2011 00 61 19 - 2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 104503 Revised July 1, 2011 006119-3 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 /' day of 3 *C .20 2-3. 4 5 6 7 8 9 10 11 ATTEST: 12 13 14 (Principal) Secretary 15 16 17 18 19 (, 20 Witness as to P, 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 N/A 32 (Surety ecretary 33 34 35 36 37 38 39 40 41 Witness as to Surety Eric Lesch, Witness *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. PRINCIPAL: Tri Dal U 1 ities, BY: ture Jason Bie " r, Vice President of Operations N: a and Title Address: 540 Commerce St Southlake, TX 76092 SURETY: Travelers Casualty and Surety Company of America BY: `Signature Felix Navejar, +fey -in -Fact Name and Title Address: One Tower Square Hartford, CT 06183 Telephone Number: _860-277-0 W CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CFN: 104503 Revised July 1, 2011 006213-1 PERFORMANCE BOND Page 1 of 3 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Tri Dal Utilities, Ltd. Bond No. 107738346 . known as 8 "Principal" herein and Travelers Casualty and Surety Comnanv of America , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 11 (CAMPUS INDUSTRIAL PARK. LLC) authorized to do business in Texas ("Developer") and 12 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, TWO 13 HUNDRED SEVENTY-NINE THOUSAND FOUR HUNDRED TWENTY-TWO 14 DOLLARS AND ZERO CENTS ($279,422.00), lawful money of the United States, to be paid 15 in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made 16 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA Number CFA23-0029 and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the % 7 day of ilid / c4 .20 2-3, 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 CAMPUS INDUSTRIAL PARK 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised January 31, 2012 1 006213-2 PERFORMANCE BOND Page 2 of 3 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the / 7 day of 9 OM "'C, , 20 2-5. 10 11 12 13 14 BY: 15 16 ATTEST: 17 18 19 (Principal) Secretary 20 21 22 23 24 25 26 27 28 29 30 BY: 31 32 33 34 35 36 37 38 39 40 41 Eric Lesch, Witness 42 43 44 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 45 from the by-laws showing that this person has authority to sign such obligation. If 46 Surety's physical address is different from its mailing address, both must be provided. 47 Witness as to Surety PR1NCI L: Tri Dal ilities Jason BierAaeidr. Vice President of Operations Name and Title Address: 540 Commerce St Southlake, TX 76092 SURETY: Travelers Casualty and Surety Company of America Signatu Felix Navejar,tt6rney-in-Fact Name and Title Address: One Tower Square Hartford, CT 06183 Telephone Number: 860-277-0111 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised January 31, 2012 006213-3 PERFORMANCE BOND Page 3 of 3 1 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised January 31, 2012 00 62 14 - 1 PAYMENT BOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Tri Dal Utilities, Ltd. Bond No. 107738346 , known as 8 "Principal" herein, and Travelers Casualty and Surety Comnanv of America , a 9 corporate surety ( or sureties if more than one), duly authorized to do business in the State of 10 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 11 Developer, CAMPUS INDUSTRIAL PARK, LLC authorized to do business in Texas 12 "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 13 sum of TWO HUNDRED SEVENTY-NINE THOUSAND FOUR HUNDRED TWENTY- 14 TWO DOLLARS AND ZERO CENTS (S279,422.00), lawful money of the United States, to be 15 paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made 16 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA Number CFA23-0029; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the / % day of M Vc A , 20 7 3 , which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as CAMPUS INDUSTRIAL PARK. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the /7 day of 6 AA( el— 20 —3 . 7 PRINCIPAL: Tri Dal Util'es, Ltd. ATTEST: BY: (Principal) Secretary ATTEST: (Surety) Secretary Witness as to Surety Eric Lesch, Witness Si a' atun Jason ierrr eier, Vice President of Operations Nam . an I Title Address: 5 0 Commerce St Southlake, TX 76092 SURETY: Travelers Casualty and Surety Company of America BY: Si Felix Navels , Attorney -in -Fact Name and Title Address: One Tower Square Hartford. CT 06183 Telephone Number: 860-277-0111 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 OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDTISTRIAL PARK STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised January 31, 2012 TEXAS - INFORMATION OR COMPLAINTS NOTICE To obtain information or make a complaint: You may call Travelers toll -free telephone number for information or to make a complaint at: 1-800-328-2189 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 PO Box 149104 Austin, TX 78714-9104 Fax (512) 475-1771 Web: httD://www.tdi.texas.eov E-mail: ConsumerProtectionc tdi.texas.Rov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your Agent or Travelers first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE - INFORMACIO/ N 0 QUEJAS - TEXAS Usted puede Ilamar al numero de telefono gratis de Travelers para informacio/n o para someter una queja al: 1-800-328-2189 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacio/n acerca de companias, coberturas, derechos o quejes al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas PO Box 149104 Austin, TX 78714-9104 Fax (512) 475-1771 Web: httD://www.tdi.texas.eov E-mail: ConsumerProtectionatdi.texas.gov DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el Agente o Travelers 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 Informacio/n y no se convierte en parte o condicion del documento adjunto. N'I C-19023 Ed. 05-13 Page 1 of 1 © 2013 The Travelers Indemnity Company. AD rights reserved. Project: Camous Industrial Park - CitvProieci No. 104503 - Public Water and Sanitary Sewer Improvements Obligee: City of Fort Worth Principal: Tri Dal Utilities. Ltd. Bond #: 107738346 TRAVELERS J Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Felix Navejar of Grapevine, Texas their true and lawful Attorney- in-Fact(s) to sign, execute, seal an acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. State of Connecticut City of Hartford ss. By: Robert L Raney, Senior e President On this 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of by himself as a duly authorized officer. rv. IN WITNESS WHEREOF, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2026 This Power of Attorney is granted under and by the authority of the following resoiutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove arty such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary: or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority: and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this /i day of 47/k-LX , 2023 Kevin E. Hughes, Assists t Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above -named Attorney(s)-in-Fact and the details of the bond to which this Power of Attorney is attached. Bond(s) produced by: PCL Contract Bonding Agency PO Box 1306, Colleyville, TX 76034 972-459-4749 w.Uw.ntl6aritls.rorn bondrequest@pclbonds.com 011100-1 DAP SUMMARY OF WORK 1 2 3 PART 1 - GENERAL SECTION 01 11 00 SUMMARY OF WORK Page 1 of 3 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work, the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights -of -way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104503 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104503 Revised December 20, 2012 01 11 00 -3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 104503 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 01 25 00 - 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 01 25 00 - 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING SECTION 0131 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013216-1 DAP CONSTRUCTION PROGRESS SCHEDULE SECTION 0132 16 CONSTRUCTION PROGRESS SCHEDULE PART 1 - GENERAL 1.1 SUMMARY Page 1 of 5 A. Section Includes: 1. General requirements for the preparation, submittal, updating, status reporting and management of the Construction Progress Schedule 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance Document 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 A. Definitions 1. Schedule Tiers a. Tier 1 - No schedule submittal required by contract. Small, brief duration projects b. Tier 2 - No schedule submittal required by contract, but will require some milestone dates. Small, brief duration projects c. Tier 3 - Schedule submittal required by contract as described in the Specification and herein. Majority of City projects, including all bond program projects d. Tier 4 - Schedule submittal required by contract as described in the Specification and herein. Large and/or complex projects with long durations 1) Examples: large water pump station project and associated pipeline with interconnection to another governmental entity e. Tier 5 - Schedule submittal required by contract as described in the Specification and herein. Large and/or very complex projects with long durations, high public visibility 1) Examples might include a water or wastewater treatment plant 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the baseline for measuring progress and departures from the schedule. 3. Progress Schedule - Monthly submittal of a progress schedule documenting progress on the project and any changes anticipated. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 01 32 16 -2 DAP CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 4. Schedule Narrative - Concise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B. Reference Standards 1. City of Fort Worth Schedule Guidance Document 1.4 ADMINISTRATIVE REQUIREMENTS A. Baseline Schedule 1. General a. Prepare a cost -loaded baseline Schedule using approved software and the Critical Path Method (CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost -loaded baseline Schedule with the City to demonstrate understanding of the work to be performed and known issues and constraints related to the schedule. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Progress Schedule 1. Update the progress Schedule monthly as required in the City of Fort Worth Schedule Guidance Document. 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 3. Change Orders a. Incorporate approved change orders, resulting in a change of contract time, in the baseline Schedule in accordance with City of Fort Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 013216-3 DAP CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) If the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 01 32 16 -4 DAP CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 c. Acknowledge and agree that actual delays, affecting paths of activities containing float time, will not have any effect upon contract completion times, providing that the actual delay does not exceed the float time associated with those activities. E. Coordinating Schedule with Other Contract Schedules 1. Where work is to be performed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other contracts, the Baseline Schedule shall be coordinated with the schedules of the other contracts. a. Obtain the schedules of the other appropriate contracts from the City for the preparation and updating of Baseline schedule and make the required changes in his schedule when indicated by changes in corresponding schedules. 2. In case of interference between the operations of different contractors, the City will determine the work priority of each contractor and the sequence of work necessary to expedite the completion of the entire Project. a. In such cases, the decision of the City shall be accepted as final. b. The temporary delay of any work due to such circumstances shall not be considered as justification for claims for additional compensation. 1.5 SUBMITTALS A. Baseline Schedule 1. Submit Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Primavera Contractor) 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and bring in hard copy to the meeting for review and discussion. B. Progress Schedule 1. Submit progress Schedule in native file format and pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit progress Schedule monthly no later than the last day of the month. C. Schedule Narrative 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth Schedule Guidance Document. 2. Submit schedule narrative monthly no later than the last day of the month. D. Submittal Process 1. The City administers and manages schedules through Buzzsaw. 2. Contractor shall submit documents as required in the City of Fort Worth Schedule Guidance Document. 3. Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules are required. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 013216-5 DAP CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 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. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PART CPN: 10450F STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PART CPN: 10450E STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 013300-1 DAP SUBMITTALS SECTION 0133 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013300-8 DAP SUBMITTALS PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 12/20/2012 D. Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.4.K.8. Working Days modified to Calendar Days Page 8 of 8 CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 7 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 Depth latent Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage -type of guard about the boom or arm 14 b. Insulator links on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Confined Space Entry Program 29 1. Provide and follow approved Confined Space Entry Program in accordance with 30 OSHA requirements. 31 2. Confined Spaces include: 32 a. Manholes 33 b. All other confined spaces in accordance with OSHA's Permit Required for 34 Confined Spaces 35 D. Use of Explosives, Drop Weight, Etc. 36 1. When Contract Documents permit on the project the following will apply: 37 a. Public Notification 38 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 39 prior to commencing. 40 2) Minimum 24 hour public notification in accordance with Section 01 31 13 41 E. Water Depth talent Coordination 42 1. During the construction of this project, it will be necessary to deactivate, for a 43 period of time, existing lines. The Contractor shall be required to coordinate with 44 the Water Department to determine the best times for deactivating and activating 45 those lines. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Depth latent for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG's Clean Construction Specification.] CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES 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 DATE NAME 8/31/2012 D. Johnson Page 5 of 7 Revision Log SUMMARY OF CHANGE 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 01 35 13 - 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 QF CQNSTIVCTIQN 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 WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES 1 EXHIBIT B Date: 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 Page 7 of 7 CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES SECTION 0145 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION 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. Magaaa Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised March 20, 2020 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 015000-4 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 015526-2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Depai ment Transportation and Public Works Depalment. 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 01 57 13 -2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 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 Depai talent 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised July 1, 2011 015813-1 DAP TEMPORARY PROJECT SIGNAGE SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY Page 1 of 3 A. Section Includes: 1. Temporary Project Signage Requirements 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, STORAGE, AND HANDLING [NOT USED] 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 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 01 58 13 -2 DAP TEMPORARY PROJECT SIGNAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of %-inch fir plywood, grade A-C (exterior) or better 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 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 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 A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 01 58 13 - 3 DAP TEMPORARY PROJECT SIGNAGE DATE NAME 4/7/2014 M. Domenech Page 3 of 3 Revision Log SUMMARY OF CHANGE Revised for DAP application WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apes.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 CPN: 104503 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 CPN: 104503 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. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 016600-4 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survey - The survey measurements made prior to or while 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2. As -built Survey —The measurements made after the construction of the 2 improvement features are complete to provide position coordinates for the features 3 of a project. 4 3. Construction Staking — The placement of stakes and markings to provide offsets 5 and elevations to cut and fill in order to locate on the ground the designed 6 structures/improvements included in the Project Drawings. Construction staking 7 shall include staking easements and/or right of way if indicated on the plans 8 4. Survey "Field Checks" — Measurements made after construction staking is 9 completed and before construction work begins to ensure that structures marked on 10 the ground are accurately located per Project Drawings. 11 B. Technical References 12 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 13 website) — 01 71 23.16.01_ Attachment A Survey Staking Standards 14 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 15 on City's Buzzsaw website). 16 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 17 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 18 Surveying in the State of Texas, Category 5 19 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 01 33 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As -built Redline Drawing Submittal 34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 37 — Survey Staking Standards) . 38 2. Contractor shall submit the proposed as -built and completed redline drawing 39 submittal one (1) week prior to scheduling the project final inspection for City 40 review and comment. Revisions, if necessary, shall be made to the as -built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 2. Coordination 6 a. Contact City and Developer's Project Representative at least one week in 7 advance notifying the City of when Construction Staking is scheduled. 8 b. It is the Contractor's responsibility to coordinate staking such that 9 construction activities are not delayed or negatively impacted. 10 3. General 11 a. Contractor is responsible for preserving and maintaining stakes. If 12 Developer's Project Representative is required to re -stake for any reason, the 13 Contractor will be responsible for costs to perform staking. If in the opinion of 14 the City, a sufficient number of stakes or markings have been lost, destroyed 15 disturbed or omitted that the contracted Work cannot take place then the 16 Contractor will be required to stake or re -stake the deficient areas. 17 B. Construction Survey 18 1. Construction Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor to verify that horizontal and vertical control data established in the 21 design survey and required for construction survey is available and in place. 22 3. General 23 a. Construction survey will be performed in order to construct the work shown 24 on the Construction Drawings and specified in the Contract Documents. 25 b. For construction methods other than open cut, the Contractor shall perform 26 construction survey and verify control data including, but not limited to, the 27 following: 28 1) Verification that established benchmarks and control are accurate. 29 2) Use of Benchmarks to furnish and maintain all reference lines and grades 30 for tunneling. 31 3) Use of line and grades to establish the location of the pipe. 32 4) Submit to the City copies of field notes used to establish all lines and 33 grades, if requested, and allow the City to check guidance system setup prior 34 to beginning each tunneling drive. 35 5) Provide access for the City, if requested, to verify the guidance system and 36 the line and grade of the carrier pipe. 37 6) The Contractor remains fully responsible for the accuracy of the work and 38 correction of it, as required. 39 7) Monitor line and grade continuously during construction. 40 8) Record deviation with respect to design line and grade once at each pipe 41 joint and submit daily records to the City. 42 9) If the installation does not meet the specified tolerances (as outlined in 43 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 44 the installation in accordance with the Contract Documents. 45 C. As -Built Survey 46 1. Required As -Built Survey will be performed by the Contractor. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 01 71 23 -4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 2. Coordination 2 a. Contractor is to coordinate with City to confirm which features require as- 3 built surveying. 4 b. It is the Contractor's responsibility to coordinate the as -built survey and 5 required measurements for items that are to be buried such that construction 6 activities are not delayed or negatively impacted. 7 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 8 to physically measure depth and mark the location during the progress of 9 construction and take as -built survey after the facility has been buried. The 10 Contractor is responsible for the quality control needed to ensure accuracy. 11 3. General 12 a. The Contractor shall provide as -built survey including the elevation and 13 location (and provide written documentation to the City) of construction 14 features during the progress of the construction including the following: 15 1) Water Lines 16 a) Top of pipe elevations and coordinates for waterlines at the following 17 locations: 18 (1) Minimum every 250 linear feet, including 19 (2) Horizontal and vertical points of inflection, curvature, 20 etc. 21 (3) Fire line tee 22 (4) Plugs, stub -outs, dead-end lines 23 (5) Casing pipe (each end) and all buried fittings 24 2) Sanitary Sewer 25 a) Top of pipe elevations and coordinates for force mains and siphon 26 sanitary sewer lines (non -gravity facilities) at the following locations: 27 (1) Minimum every 250 linear feet and any buried fittings 28 (2) Horizontal and vertical points of inflection, curvature, 29 etc. 30 3) Stormwater — Not Applicable 31 b. The Contractor shall provide as -built survey including the elevation and 32 location (and provide written documentation to the City) of construction 33 features after the construction is completed including the following: 34 1) Manholes 35 a) Rim and flowline elevations and coordinates for each manhole 36 2) Water Lines 37 a) Cathodic protection test stations 38 b) Sampling stations 39 c) Meter boxes/vaults (All sizes) 40 d) Fire hydrants 41 e) Valves (gate, butterfly, etc.) 42 f) Air Release valves (Manhole rim and vent pipe) 43 g) Blow off valves (Manhole rim and valve lid) 44 h) Pressure plane valves 45 i) Underground Vaults 46 (1) Rim and flowline elevations and coordinates for each 47 Underground Vault. 48 3) Sanitary Sewer 49 a) Cleanouts 50 (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART2- PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile (.shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and, under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft. tolerance. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line. Away from any 5 restrictive line, these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements. Within assigned areas, these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre -established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs to be 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at any time a 39 survey "Field Check" of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [oR] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 12 relieve the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 DATE NAME 8/31/2012 D. Johnson 8/31/2017 M. Owen Revision Log SUMMARY OF CHANGE Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH WATER & SANITARY SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT NO. 104503 Revised February 14, 2018 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CPN: 104503 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 SECTION 01 7719 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised April 7, 2014 01 77 19 -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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 104503 Revised April 7, 2014 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. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 017839-2 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". WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 017839-4 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] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 SECTION 34 41 20 - LED PILOT PROGRAM CFW LED Residential 100 - 150W Replacement Specification December 2013 City of Fort Worth Specification for Residential LED Roadway Luminaires PART 1— GENERAL 1.1. REFERENCES The publications listed below form a part of this specification to the extent referenced. Publications are referenced within the text by their basic designation only. Versions listed shall be superseded by updated versions as they become available. A. American National Standards Institute (ANSI) 1. C136.2-2004 (or latest), American National Standard for Roadway and Area Lighting Equipment—Luminaire Voltage Classification 2. C136.10-2010 (or latest), American National Standard for Roadway and Area Lighting Equipment - Locking -Type Photocontrol Devices and Mating Receptacle Physical and Electrical Interchangeability and Testing 3. C136.15-2011 (or latest), American National Standard for Roadway and Area Lighting Equipment— Luminaire Field Identification 4. C136.22-2004 (R2009 or latest), American National Standard for Roadway and Area Lighting Equipment — Internal Labeling of Luminaires 5. C136.25-2009 (or latest), American National Standard for Roadway and Area Lighting Equipment — Ingress Protection (Resistance to Dust, Solid Objects and Moisture) for Luminaire Enclosures 6. C136.31-2010 (or latest), American National Standard for Roadway Lighting Equipment — Luminaire Vibration 7. C136.37-2011 (or latest), American National Standard for Roadway and Area Lighting Equipment - Solid State Light Sources Used in Roadway and Area Lighting B. American Society for Testing and Materials International (ASTM) 1. B117-09 (or latest), Standard Practice for Operating Salt Spray (Fog) Apparatus 2. D1654-08 (or latest), Standard Test Method for Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments 3. D523-08 (or latest), Standard Test Method for Specular Gloss 4. G154-06 (or latest), Standard Practice for Operating Fluorescent Light Apparatus for UV Exposure of Nonmetallic Materials C. Council of the European Union (EC) 1. RoHS Directive 2002/95/EC, on the restriction of the use of certain hazardous substances in electrical and electronic equipment D. Federal Trade Commission (FTC) 1. Green Guides, 16 CFR Part 260, Guides for the Use of Environmental Marketing Claims E. Illuminating Engineering Society of North America (IESNA or IES) 1. DG-4-03 (or latest), Design Guide for Roadway Lighting Maintenance 2. HB-10-11 (or latest), IES Lighting Handbook, 10th Edition 3. LM-50-99 (or latest), IESNA Guide for Photometric Measurement of Roadway Lighting Installations 4. LM-61-06 (or latest), IESNA Approved Guide for Identifying Operating Factors Influencing Measured Vs. Predicted Performance for Installed Outdoor High Intensity Discharge (HID) Luminaires 5. LM-79-08 (or latest), IESNA Approved Method for the Electrical and Photometric Measurements of Solid -Sate Lighting Products Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 11 City of Fort Worth Specification for Residential LED Roadway Luminaires 6. LM-80-08 (or latest), IESNA Approved Method for Measuring Lumen Maintenance of LED Light Sources 7. RP-8-00 (or latest), ANSI / IESNA American National Standard Practice for Roadway Lighting 8. RP-16-10 (or latest), ANSI/IES Nomenclature and Definitions for Illuminating Engineering 9. TM-3-95 (or latest), A Discussion of Appendix E - "Classification of Luminaire Lighting Distribution," from ANSI/IESNA RP-8-83 10. TM-15-11 (or latest), Luminaire Classification System for Outdoor Luminaires 11. TM-21-11 (or latest), Projecting Long Term Lumen Maintenance of LED Light Sources F. Institute of Electrical and Electronics Engineers (IEEE) 1. IEEE C62.41.2-2002 (or latest), IEEE Recommended Practice on Characterization of Surges in Low -Voltage (1000 V and less) AC Power Circuits 2. ANSI/IEEE C62.45-2002 (or latest), IEEE Recommended Practice on Surge Testing for Equipment Connected to Low -Voltage (1000 V and Less) AC Power Circuits G. National Electrical Manufacturers Association (NEMA) 1. ANSI/NEMA/ANSLG C78.377-2008 (or latest), American National Standard for the Chromaticity of Solid State Lighting Products H. National Fire Protection Association (NFPA) 1. 70 — National Electrical Code (NEC) I. Underwriters Laboratories (UL) 1. 1449, Surge Protective Devices 2. 1598, Luminaires 3. 8750, Light Emitting Diode (LED) Equipment for Use in Lighting Products 1.2.RELATED DOCUMENTS A. Contract Drawings and conditions of Contract (including General Conditions, Addendum to the General Conditions, Special Conditions, Division 01 Specifications Sections and all other Contract Documents) apply to the work of this section. a. See the separate Specification for Adaptive Control and Remote Monitoring of LED Roadway Luminaires for additional driver performance and interface requirements. 1.3. DEFINITIONS A. Lighting terminology used herein is defined in IES RP-16. See referenced documents for additional definitions. 1. Exception: The term "driver" is used herein to broadly cover both drivers and power supplies, where applicable. 2. Clarification: The term "LED light source(s)" is used herein per IES LM-80 to broadly cover LED package(s), module(s), and array(s). 1.4. QUALITY ASSURANCE A. Before approval and purchase, Owner may request luminaire sample(s) identical to product configuration(s) submitted for inspection. Owner may request IES LM-79 testing of luminaire sample(s) to verify performance is within manufacturer -reported tolerances. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 12 City of Fort Worth Specification for Residential LED Roadway Luminaires B. After installation, Owner may perform IES LM-50 field measurements to verify performance requirements outlined in Appendix A, giving consideration to measurement uncertainties outlined in IES LM-61. 1.5.LIGHTING SYSTEM PERFORMANCE A. Energy Conservation 1. Connected Load a. Luminaires shall have maximum nominal luminaire input wattage as specified for each luminaire type in Appendix A. 2. Lighting Controls a. See separate controls specification identified in section 1.2 above, if applicable. b. See section 2.1-B below for driver control interface and performance requirements. c. See section 2.1-K below for photocontrol receptacle requirements. B. Photometric Requirements 1. Luminaires shall meet the general criteria provided in the body of this specification and the particular criteria for each luminaire type defined in Appendix A. 1.6. REQUIRED SUBMITTALS FOR EACH LUMINAIRE TYPE DEFINED IN APPENDIX A A. General submittal content shall include 1. Completed Appendix E submittal form 2. Luminaire cutsheets 3. Cutsheets for LED light sources 4. Cutsheets for LED driver(s) a. If dimmable LED driver is specified, provide diagrams illustrating light output and input power as a function of control signal. 5. Cutsheets for surge protection device, if applicable 6. Instructions for installation and maintenance 7. Summary of luminaire recycled content and recyclability per the FTC Green Guides, expressed by percentage of luminaire weight B. LM-79 luminaire photometric report(s) shall be produced by the test laboratory and include 1. Name of test laboratory a. The test laboratory must hold National Voluntary Laboratory Accreditation Program (NVLAP) accreditation for the IES LM-79 test procedure or must be qualified, verified, and recognized through the U.S. Department of Energy's CALiPER program. For more information, see http://ts.nist.gov/standards/scopes/eelit.htm or www.ssl.energv.gov/test labs.html. 2. Report number 3. Date 4. Complete luminaire catalog number a. Provide explanation if catalog number in test report(s) does not match catalog number of luminaire submitted i. Clarify whether discrepancy does not affect performance, e.g., in the case of differing luminaire housing color. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 13 City of Fort Worth Specification for Residential LED Roadway Luminaires ii. If nominal performance of submitted and tested products differ, submit additional LM-79 report(s) and derivation as indicated in Appendix C. 5. Description of luminaire, LED light source(s), and LED driver(s) 6. Goniophotometry C. Calculations and supporting test data per Appendix B indicating a lumen maintenance life of not less than 36,000 operating hours D. Computer -generated point -by -point photometric analysis of maintained photopic light levels as per Appendix A 1. Calculations shall be for maintained values, i.e. Light Loss Factor (LLF) < 1.0, where LLF = LLD x LDD x LATF, and a. Lamp Lumen Depreciation (LLD) i. Shall be 0.95. ii. Shall be the percentage of initial output calculated in section 1.6-C. b. Luminaire Dirt Depreciation (LDD) = 0.90, as per IES DG-4 for an enclosed and gasketed roadway luminaire installed in an environment with less than 150 µg/m3 airborne particulate matter and cleaned every four years. c. Luminaire Ambient Temperature Factor (LATF) = 1.00 2. Calculation/measurement points shall be per IES RP-8. E. Summary of reliability testing performed for LED driver(s) F. Written product warranty as per section 1.7 below G. Safety certification and file number 1. Applicable testing bodies are determined by the US Occupational Safety Health Administration (OSHA) as Nationally Recognized Testing Laboratories (NRTL) and include: CSA (Canadian Standards Association), ETL (Edison Testing Laboratory), and UL (Underwriters Laboratory). H. Buy American documentation 1. Manufacturers listed on the current NEMA Listing of Companies Offering Outdoor Luminaires Manufactured in U.S.A. for Recovery Act Projects need only provide a copy of the document. 2. Other manufacturers shall submit documentation as per the DOE Guidance on Documenting Compliance with the Recovery Act Buy American Provisions (httu://wwwl.eere.eneray.gov/recoverv/buv american orovision.html). 1.7. WARRANTY A. Provide a minimum ten-year warranty covering maintained integrity and functionality of 1. Luminaire housing, wiring, and connections 2. LED light source(s) a. Negligible light output from more than 10 percent of the LED packages constitutes luminaire failure. 3. LED driver(s) B. Warranty period shall begin 90 days after date of invoice, or as negotiated by owner such as in the case of an auditable asset management system. PART 2 — PRODUCTS 2.1.LUMINAIRE REQUIREMENTS Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 14 City of Fort Worth Specification for Residential LED Roadway Luminaires A. General Requirements 1. Luminaires shall be as specified for each type in Appendix A. 2. Luminaire shall have an external label per ANSI C136.15 3. Luminaire shall have an internal label per ANSI C136.22. 4. Luminaire to have internal label of manufactured date visible when drive compartment opened. 5. Nominal luminaire input wattage shall account for nominal applied voltage and any reduction in driver efficiency due to sub -optimal driver loading. 6. Luminaires shall start and operate in -20°C to +40°C ambient. 7. Electrically test fully assembled luminaires before shipment from factory. 8. Effective Projected Area (EPA) and weight of the luminaire shall not exceed the values indicated in Appendix A. 9. Luminaires shall be designed for ease of component replacement and end -of -life disassembly. 10. Luminaires shall have tool -less entry for access to driver compartment 11. Luminaires shall be a minimum of IP65 rated 12. Luminaires must be available in 4000 K and 3000 K options 13. Luminaires shall be rated for the ANSI C136.31 Vibration Level indicated in Appendix A. 14. LED light source(s) and driver(s) shall be RoHS compliant. 15. Transmissive optical components shall be applied in accordance with OEM design guidelines to ensure suitability for the thermal/mechanical/chemical environment. B. Driver 1. Rated case temperature shall be suitable for operation in the luminaire operating in the ambient temperatures indicated in section 2.1-A above. 2. Shall have a drive current no higher than 700mA 3. Shall accept the voltage or voltage range indicated in Appendix A at 50/60 Hz, and shall operate normally for input voltage fluctuations of plus or minus 10 percent. 4. Shall have a minimum Power Factor (PF) of 0.90 at full input power and across specified voltage range. 5. Control signal interface a. Luminaire types indicated "Required" in Appendix A shall accept a control signal as specified via separate controls specification referenced in section 1.2 above, e.g., for dimming. b. Luminaire types indicated "Not Required" in Appendix A need not accept a control signal. C. Electrical immunity 1. Luminaire shall meet the "Basic" requirements in Appendix D. Manufacturer shall indicate on submittal form (Appendix E) whether failure of the electrical immunity system can possibly result in disconnect of power to luminaire. 2. Luminaire shall meet the "Elevated" requirements in Appendix D. Manufacturer shall indicate on submittal form (Appendix E) whether failure of the electrical immunity system can possibly result in disconnect of power to luminaire. D. Electromagnetic interference 1. Shall have a maximum Total Harmonic Distortion (THD) of 20% at full input power and across specified voltage range. 2. Shall comply with FCC 47 CFR part 15 non -consumer RFI/EMI standards. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 15 City of Fort Worth Specification for Residential LED Roadway Luminaires E. Electrical safety testing 1. Luminaire shall be listed for wet locations by an OSHA NRTL. 2. Luminaires shall have locality -appropriate governing mark and certification. F. Painted or finished luminaire components exposed to the environment 1. Shall exceed a rating of six per ASTM D1654 after 1000hrs of testing per ASTM B117. 2. The coating shall exhibit no greater than 30% reduction of gloss per ASTM D523, after 500 hours of QUV testing at ASTM G154 Cycle 6. G. Thermal management 1. Mechanical design of protruding external surfaces (heat sink fins) for shall facilitate hose -down cleaning and discourage debris accumulation. 2. Liquids or other moving parts shall be clearly indicated in submittals, shall be consistent with product testing, and shall be subject to review by Owner. H. IES TM-15 limits for Backlight, Uplight, and Glare (BUG Ratings) shall be as specified for each luminaire type in Appendix A. 1. Calculation of BUG Ratings shall be for initial (worst -case) values, i.e., Light Loss Factor (LLF) = 1.0. 2. If luminaires are tilted upward for calculations in section 1.6-D, BUG Ratings shall be calculated for the same angle(s) of tilt. I. Minimum Color Rendering Index (CRI): 70. J. Correlated Color Temperature (CCT) 1. If nominal CCT specified in Appendix A is listed in Table 1 below, measured CCT and Duv shall be as listed in Table 1. Table 1. Allowable CCT and Duv (adapted from NEMA C78.377) Manufacturer -Rated Allowable LM-79 Chromaticity Values Nominal CCT (K) Measured CCT (K) Measured Duv 2700 2580 to 2870 -0.006 to 0.006 3000 2870 to 3220 -0.006 to 0.006 3500 3220 to 3710 -0.006 to 0.006 4000 3710 to 4260 -0.005 to 0.007 4500 4260 to 4746 -0.005 to 0.007 5000 4745 to 5311 -0.004 to 0.008 5700 5310 to 6020 -0.004 to 0.008 6500 6020 to 7040 -0.003 to 0.009 2. If nominal CCT specified in Appendix A is not listed in Table 1, measured CCT and Duv shall be as per the criteria for Flexible CCT defined in NEMA C78.377. K. The following shall be in accordance with corresponding sections of ANSI C136.37 1. Wiring and grounding a. All internal components shall be assembled and pre -wired using modular electrical connections. 2. Mounting provisions a. Specific configurations are indicated in Appendix A 3. Terminal blocks for incoming AC lines 4. Photocontrol receptacle 5. Latching and hinging 6. Ingress protection Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 16 City of Fort Worth Specification for Residential LED Roadway Luminaires 2.2.PRODUCT MANUFACTURERS A. Any manufacturer offering products that comply with the required product performance and operation criteria may be considered. 2.3. MANUFACTURER SERVICES A. Manufacturer or local sales representative shall provide installation and troubleshooting support via telephone and/or email. END OF SECTION Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 17 City of Fort Worth Specification for Residential LED Roadway Luminaires APPENDIX A MATERIAL SPECIFICATION LUMINAIRE TYPE "A" EXISTING LUMINAIRE TO BE REPLACED (FOR REFERENCE ONLY) BENCHMARK LUMINAIRE: LENS: I 1E51 FORWARD TYPE: IES1 LATERAL TYPE: Lamp wattage and type Initial downward luminaire output (lumens below horizontal) Light loss factor ❑ Flat ("cutoff" style) 0 Sag/drop ❑1 ❑11 0111 ❑IV ❑V ❑VS 100 W HPS/ 150W MH 0.80 ❑ Very short ❑ Short 0 Medium ❑ Long ❑ Very long PERFORMANCE CRITERIA: LED LUMINAIRE INPUT POWER: NOMINAL CCT: PHOTOPIC2 DOWNWARD LUMINAIRE OUTPUT: CUTOFF CLASSIFICATION VOLTAGE: FINISH: WEIGHT: EPA: MOUNTING: I VIBRATION: I DRIVER: Max. nominal luminaire input power Rated correlated color temperature Minimum maintained luminaire output below horizontal Full Cutoff Only Nominal luminaire input voltage Luminaire housing finish color Maximum luminaire weight Maximum effective projected area Mtg. method 105 W 3000 K 120/208/240 V Gray 30 lb 0.7 ft2 ❑ Post -top 0 Side -arm ❑ Trunnion/yoke ❑ Swivel -tenon Tenon nominal pipe size (NPS) ANSI test level Control signal interface 1-1/4" to 2-3/8" 0 Level 1 (normal) ❑ Level 2 (bridge/overpass) 0 Not required ❑ Required Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires, Version 1.0 Page 18 Appendix B Estimating LED Lumen Maintenance IES TM-21 allows for extrapolation of expected lumen maintenance from available test data. The extent of such extrapolation is limited by the duration of testing completed and the number of samples used in the testing. The TM-21 methodology shall be used by the manufacturer to determine lamp lumen depreciation (LLD) at end of lumen maintenance life per section 1.6-C. The applicant may estimate lumen maintenance in one of two ways: Option 1: Component Performance Under this compliance path, the applicant must submit calculations per TM-21 predicting lumen maintenance at the luminaire level using In Situ Temperature Measurement Testing (ISTMT) and LM-80 data. To be eligible for the Component Performance option, ALL of the conditions below must be met. If ANY of the conditions is not met, the component performance option may not be used and the applicant must use Option 2 for compliance. 1. The LED light source(s) have been tested according to LM-80. 2. The LED drive current specified by the luminaire manufacturer is less than or equal to the drive current specified in the LM-80 test report. 3. The LED light source(s) manufacturer prescribes/indicates a temperature measurement point (Ts) on the light source(s). 4. The Ts is accessible to allow temporary attachment of a thermocouple for measurement of in situ temperature. Access via a temporary hole in the housing, tightly resealed during testing with putty or other flexible sealant is allowable. 5. For the hottest LED light source in the luminaire, the temperature measured at the Ts during ISTMT is less than or equal to the temperature specified in the LM-80 test report for the corresponding drive current or higher, within the manufacturer's specified operating current range. a. The ISTMT laboratory must be approved by OSHA as a Nationally Recognized Testing Lab (NRTL), must be qualified, verified, and recognized through DOE's CALiPER program, or must be recognized through UL's Data Acceptance Program. b. The ISTMT must be conducted with the luminaire installed in the appropriate application as defined by ANSI/UL 1598 (hardwired luminaires), with bird -fouling appropriately simulated (and documented by photograph) as determined by the manufacturer. Option 2: Luminaire Performance Under this compliance path, the applicant must submit TM-21 calculations based on LM-79 photometric test data for no less than three samples of the entire luminaire. Duration of operation and interval between photometric tests shall conform to the TM-21 criteria for LED light sources. For example, testing solely at 0 and 6000 hours of operation would not be adequate for the purposes of extrapolation. Between LM-79 tests, the luminaire test samples must be operated long-term in the appropriate application as defined by ANSI/UL 1598 (hardwired luminaires). The test laboratory must hold Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page I B-1 NVLAP accreditation for the LM-79 test procedure or must be qualified, verified, and recognized through the U.S. Department of Energy (DOE)'s CALiPER program. The extent of allowable extrapolation (either 5.5 or 6 times the test duration) depends on the total number of LED light sources (no less than 10 and preferably more than 19) installed in the luminaire samples, as per TM-21. This compliance path poses a greater testing burden to luminaire manufacturers but incorporates long-term testing of other components in the system, such as drivers. Under either compliance path, values used for extrapolation shall be summarized per TM-21 Tables 1 and 2. Submitted values for lumen maintenance lifetime and the associated percentage lumen maintenance shall be "reported" rather than "projected" as defined by TM-21. Supporting diagrams are requested to facilitate interpretation by Owner. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page I B-2 APPENDIX C PRODUCT FAMILY TESTING LM-79 AND ISTMT It is recognized that due to the time and cost required for product testing, it would not be realistic to expect manufacturers offering a multitude of unique luminaire configurations to test every possible configuration. Therefore, the "product families" method may be utilized for LM-79 and ISTMT, whereby manufacturers identify a set of representative products for which test data can be used to demonstrate the accuracy of interpolated or extrapolated performance of product configurations lacking test data. Precedent for this approach can be found in LM-80. If the particular luminaire configuration submitted has not been tested, the performance may be conservatively represented by test data for another luminaire configuration having: • The same intensity distribution (typically only applies to LM-79) • The same or lower nominal CCT • The same or higher nominal drive current • The same or greater number of LED light source(s) • The same or lower percentage driver loading and efficiency • The same or smaller size luminaire housing. A more accurate estimate of performance can be obtained by linear interpolation between two or more tests differing in terms of the six parameters listed above. For example, consider a hypothetical luminaire offered in a single size housing, and having the following parameters: • Three intensity distributions: IES Type II, III, or IV • Three CCTs: 4000, 5000, and 6000K • Three drive currents: 350, 525, and 700 mA • Four LED quantities: 20, 40, 60, or 80 LEDs. Table C.1 illustrates a set of tests which could allow for accurate interpolation between tested configurations, given a single luminaire housing size and essentially constant driver efficiency; these 10 tests may provide representative data for the 108 possible product configurations. Note that normalized intensity distribution must not be affected by the other three parameters. Table C.1. Representative testing of a single luminaire housing size Tests Intensity distribution CCT Drive current # of LEDs (IES Type) (K) (mA) 1, 2, 3 II, III, IV 4000 700 80 4, 5 IV 5000, 6000 700 80 6, 7 IV 4000 325, 525 80 8, 9, 10 IV 4000 700 20, 40, 60 For example, the manufacturer could detail interpolation as shown in Table C.2, applying the following multipliers to the base test #2 to model a configuration with Type III intensity distribution, 5000K CCT, 525 mA drive current, and 40 LEDs: • Ratio of test #4 lumens to test #3 lumens • Ratio of test #7 lumens to test #3 lumens • Ratio of test #9 lumens to test #3 lumens. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page IC-1 Table C.2. Multipliers for Test #2 to yield: Type III , 5000K, 525mA, 40 LEDs Test # Intensity distribution CCT Drive current # of LEDs (K) (mA) (IES Type) Multiplier (lumens ratio) 2 3 4 7 9 III Iv Iv Iv Iv 4000 4000 5000 4000 4000 700 700 700 525 700 80 80 80 80 40 1 n/a n/a #4 / #3 #7/#3 #9/#3 Interpolation between minimal LM-79 and ISTMT data is more difficult if housing size increases with increasing wattage; it may not be clear whether the lowest -wattage configuration would be expected to "run cooler" than the highest -wattage configuration. In these circumstances, the adequacy of submitted data is subject to Owner approval. At this time, the "successor" method cannot be used; luminaires tested must utilize the LED light source(s) characterized by the submitted LM-80 report. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page IC-2 APPENDIX D ELECTRICAL IMMUNITY Test Procedure • Electrical Immunity Tests 1, 2 and 3, as defined by their Test Specifications, shall be performed on an entire powered and connected luminaire, including any control modules housed within the luminaire, but excluding any control modules mounted externally, such as a NEMA socket connected photo -control. A shorting cap should be placed across any such exterior connector. • The luminaire shall be connected to an AC power source with a configuration appropriate for nominal operation. The AC power source shall have a minimum available short-circuit current of 200A. The luminaire shall be tested at the nominal input voltage specified in Appendix A, or at the highest input voltage in the input voltage range specified in Appendix A. • Electrical Immunity test waveforms shall be superimposed on the input AC power line at a point within 6 inches (15cm) of entry into the luminaire using appropriate high -voltage probes and a series coupler/decoupler network (CDN) appropriate for each coupling mode, as defined by ANSI/IEEE C62.45-2002. The test area for all tests shall be set up according to ANSI/IEEE C62.45- 2002, as appropriate. • Prior to electrical immunity testing a set of diagnostic measurements shall be performed, and the results recorded to note the pre -test function of the luminaire after it has reached thermal equilibrium. These measurements should include at a minimum: a) For all luminaires, Real Power, Input RMS Current, Power Factor and THD at full power/light output b) For luminaires specified as dimmable, Real Power, Input RMS Current, Power Factor and THD at a minimum of 4 additional dimmed levels, including the rated minimum dimmed level • Tests shall be applied in sequential order (Test 1, followed by Test 2, followed by Test 3). If a failure occurs during Test 3, then Test 3 shall be re -applied to a secondary luminaire of identical construction. • Following the completion of Tests 1, 2, and 3, the same set of diagnostic measurements performed pre -test should be repeated for all tested luminaires, and the results recorded to note the post-test function of the luminaire(s). • A luminaire must function normally and show no evidence of failure following the completion of Test 1 + Test 2 + Test 3 (for a single tested luminaire), or the completion of Test 1 + Test 2 on a primary luminaire and Test 3 on a secondary luminaire. Abnormal behavior during testing is acceptable. • A luminaire failure will be deemed to have occurred if any of the following conditions exists following the completion of testing: a) A hard power reset is required to return to normal operation b) A noticeable reduction in full light output (e.g. one or more LEDs fail to produce light, or become unstable) is observed c) Any of the post-test diagnostic measurements exceeds by ±5% the corresponding pre -test diagnostic measurement. d) The luminaire, or any component in the luminaire (including but not limited to an electrical connector, a driver, a protection component or module) has ignited or shows evidence of Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page ID-1 melting or other heat -induced damage. Evidence of cracking, splitting, rupturing, or smoke damage on any component is acceptable. Test Specifications NOTE: L1 is typically "HOT", L2 is typically "NEUTRAL" and PE = Protective Earth. Test 1) Ring Wave: The luminaire shall be subjected to repetitive strikes of a "C Low Ring Wave" as defined in IEEE C62.41.2-2002, Scenario 1, Location Category C. The test strikes shall be applied as specified by Table D.1. Prior to testing, the ring wave generator shall be calibrated to simultaneously meet BOTH the specified short circuit current peak and open circuit voltage peak MINIMUM requirements. Note that this may require that the generator charging voltage be raised above the specified level to obtain the specified current peak. Calibrated current probes/transformers designed for measuring high -frequency currents shall be used to measure test waveform currents. Test waveform current shapes and peaks for all strikes shall be compared to ensure uniformity throughout each set (coupling mode + polarity/phase angle) of test strikes, and the average peak current shall be calculated and recorded. If any individual peak current in a set exceeds by ±10% the average, the test setup shall be checked, and the test strikes repeated. Table D.1: 0.5 µS — 100Hz Ring Wave Specification Parameter Test Level/Configuration Short Circuit Current Peak 0.5 kA Open Circuit Voltage Peak 6 kV Source Impedance 12 S2 Coupling Modes L1 to PE, L2 to PE, L1 to L2 Polarity and Phase Angle Positive at 90° and Negative at 270° Test Strikes 5 for each Coupling Mode and Polarity/Phase Angle combination Time between Strikes 1 minute Total Number of Strikes = 5 strikes x 4 coupling modes x 2 polarity/phase angles = 40 total strikes Test 2) Combination Wave: The luminaire shall be subjected to repetitive strikes of a "C High Combination Wave" or "C Low Combination Wave", as defined in IEEE C62.41.2-2002, Scenario 1, Location Category C. The test strikes shall be applied as specified by Table D.2. The "Low" test level shall be used for luminaires with Basic Electrical Immunity requirements, while the "High" test level shall be used for luminaires with Elevated Electrical Immunity requirements. Prior to testing, the combination wave generator shall be calibrated to simultaneously meet BOTH the specified short circuit current peak and open circuit voltage peak MINIMUM requirements. Note that this may require that the generator charging voltage be raised above the specified level to obtain the specified current peak. Calibrated current probes/transformers designed for measuring high -frequency currents shall be used to measure test waveform currents. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page ID-2 Test waveform current shapes and peaks for all strikes shall be compared to ensure uniformity throughout each set (coupling mode + polarity/phase angle) of test strikes, and the average peak current shall be calculated and recorded. If any individual peak current in a set exceeds by ±10% the average, the test setup shall be checked, and the test strikes repeated. Table D.2: 1.2/500 — 8/20 µS Combination Wave Specification Parameter Test Level/ Configuration 1.2/50 µS Open Circuit Voltage Peak Low: 6 kV High: 10kV 8/20 µS Short Circuit Current Peak Low: 3 kA High: 10kA Source Impedance 2S2 Coupling Modes L1 to PE, L2 to PE, L1 to L2 Polarity and Phase Angle Positive at 90° and Negative at 270° Test Strikes 5 for each Coupling Mode and Polarity/Phase Angle combination Time Between Strikes 1 minute Total Number of Strikes = 5 strikes x 4 coupling modes x 2 polarity/phase angles = 40 total strikes Test 3) Electrical Fast Transient (EFT): The luminaire shall be subjected to "Electrical Fast Transient Bursts", as defined in IEEE C62.41.2 -2002. The test area shall be set up according to IEEE C62.45-2002. The bursts shall be applied as specified by Table D.3. Direct coupling is required; the use of a coupling clamp is not allowed. Table D.3: Electrical Fast Transient (EFT) Specification Parameter Test Level/ Configuration Open Circuit Voltage Peak Burst Repetition Rate Burst Duration Burst Period Coupling Modes Polarity Test Duration Total Test Duration 3 kV 2.5 kHz 15 mS 300 mS L1 to PE, L2 to PE, 11. to L2 Positive and Negative 1 minute for each Coupling Mode and Polarity combination = 1 minute x 7 coupling modes x 2 polarities = 14 minutes Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page ID-3 APPENDIX E PRODUCT SUBMITTAL FORM Luminaire Type' Manufacturer Model number Housing finish color Tenon nominal pipe size (inches) Nominal luminaire weight (lb) Nominal luminaire EPA (ft2) Nominal input voltage (V) ANSI vibration test level Nominal BUG Ratings Make/model of LED light source(s) Make/model of LED driver(s) Dimmability Control signal interface Upon electrical immunity system failure Thermal management Lumen maintenance testing duration (hr) Reported lumen maintenance life (hr) 2 Warranty period (yr) Parameter Initial photopic output (Im) Maintained photopic output (Im) Lamp lumen depreciation Initial input power (W) Maintained input power (W) Initial LED drive current (mA) Maintained LED drive current (mA) Drive current used In -situ LED T, (°C) CCT (K) Additional product description II Level 1 (Normal) ❑ Dimmable ❑ Possible disconnect ❑ Moving parts Nominal value ❑ Level 2 (bridge/overpass) 0 Not dimmable ❑ No possible disconnect I' No moving parts Tolerance (%) 1 See Appendix A, and attach supporting documentation as required. 2 Value shall be no less than as specified in section 1.6-C, and shall not exceed six times the testing duration indicated in the row above. Value shall be consistent with values submitted in the rows below for maintained light output, maintained input power, and maintained drive current. Adapted from the DOE MSSLC Model Specification for LED Roadway Luminaires Page 1 E-1 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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. WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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 WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 017823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application WATER AND SEWER IMPROVEMENTS TO SERVE CAMPUS INDUSTRIAL PARK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 CPN: 104503 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