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HomeMy WebLinkAboutContract 58808-PM1FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF TALON HILL, PHASE IV CSC No. 58808-PM1 City Project No. #103653 FID NO. 30114-0200431-103653-E07685 X-27152, FILE NO. W-2815, IPRC 21-0163 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E. Interim Director, Transportation and Public Works Department Prepared for BYD TALON FP, LLC 1109 GLADE ROAD COLLEYVILLE, TEXAS 76034 TEL. (817) 228-7807 2023 CONSULTANTS, L.L.C. ENGINEERS SURVEYORS PLANNERS A.N.A. Consultants. L.L.C. 5000 Thompson Terrace Colleyville, TX 76034 (817) 335-9900 TBPE Registered Firm No. F-20 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 10 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00-41 00 Bid Form 04/02/2011 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Diri B md 04/02/2011 00 45 11 Bidders Prequalification's 04/02/2011 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Biddcr Prcqualification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Buaimix; EIA�rreAo 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 00-7-2-00 General Conditions 11/15/2017 00-73-00 Suppl mr mtary Condition) 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 Usa Potwit ar d 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 02/14/2018 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and g a cc Data 04/07/2011 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 00 00 10 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httn://fortworthtexas.gov/tDw/contractors/ or httns://anDs.fortworthtexas.gov/ProiectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Beffew 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 34-36-00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary AsfAsak i_\z.•ing Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 ✓3 Gamow. Tircatcd Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 i1/4rrA . & Ilr tg 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 32 13 73 32 14 16 32 16 13 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 STANDARD CONSTRUCTION SPECIFICA Concrete Paving Joint Sealants Brick Unit Paving Concrete Curb and Gutters and Valley Gutters Pavement Markings Curb Address Painting Jain tkxices and Gates Wire Fences and Gates Wood Fences and Gates Ccn in P.kce Concrete Retaining Walls Topsoil Placement and Finishing of Parkways Hydro -Mulching, Seeding, and Sodding Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypcn; Ikriving of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Canter; Tcst Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 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 Line Lowering 33 05 13 Frame, Cover and Grade Rings — Cast Iron 33 05 13.10 Frame, Cover and Gradc Rings Composite 33 05 14 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 Tunncl Lincr Plate 33 05 22 Stccl Casing Pipc 33 05 23 Hand Tut���ing 33 05 21 InRtaKkiim of Carrier Pipc in Casing or Tunnel Lincr 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 Pressure Pi , Br Wrapped, Stccl Cylinder Type 22, 11 11 Buried Steel Pipe and Fittings 33 12 10 Water Services 1-inch to 2-inch 00 00 10 TION DOCUMENTS Page 3 of 5 12/20/2012 12/20/2012 10/05/2016 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 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 33 12 11 33 12 20 33 12 21 33 12 25 33 12 30 33 12 40 33 12 50 33 12 60 33 31 12 13 3 Jl`, 33 31 20 33 31 21 33 31 22 33 31 23 33 31 50 33 31 70 33 39 10 33 39 20 33 39 30 33 39 40 33 39 60 33 41 10 33 41 11 33 41 12 3 4 6 00 33 46 01 33 46 02 33 49 10 33 49 20 33 49 40 Division 34 34 41 10 34 41 10.01 34 41 10.02 34 41 10.03 3441 11 34 41 13 ?A 11 l` 34 41 16 34 41 20 34 41 20.01 34 41 20.02 STANDARD CONSTRUCTION SPECIFICA Large Water Meters Resilient Seated Gate Valve AWWA Rubber Ecatcd Butterfly Valves Connection to Existing Water Mains Combination Air Valve Assemblies for Potable Water Systems Fire Hydrants Watc• P4w2z, Stations Standard Blow off Valve Assembly Cured in Place Pipe (CIPP) Fiberglc&z fkinforced Pipe for Gravity £nn tcay Sewers High Dcnsity Polyethylene (HDPE) Pipc kr Ca iita y Ecwef Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe Sanitary Sewer. Nip firing Sanitary Sewer Pipe Enlargement Sanitary Sewer Service Connections and Service Line Cviinliinntio Cast -in -Place Concrete Manholes Precast Concrete Manholes Fiberglass Manholes Wastewater Access Chamber (WAC) Epoxy Liners for Sanitary Sewer Structures Reinforced Concrete Storm Sewer Pipe/Culverts High Density Polyethylene (HDPE) Pipe for Storm Drain Reinforced Polycthlcnc (SRPE) Pipe S{ibdrainage Slotted StO M. D SIR Tfenc : Drm'rLz Cast -in -Place Manholes and Junction Boxes Curb and Drop Inlets Storm Drainage Headwalls and Wingwalls Transportation Traffic Signals Attachment A Controller Cabinet Attachment B Controller Specification Attachment C SoR•ua E cification Temporary Traffio figntg Removing Traffic Signals Reo a gulp Papi l FaVr g Beacon Pedestrian Iylxrrl E'i.�rna1 Roadway Illumination Assemblies Arterial LED Roadway :iaritx�rrs Freeway LED Roadway li. wriiu res 00 00 10 TION DOCUMENTS Page 4 of 5 12/20/2012 12/20/2012 12/20/2012 02/06/2013 12/20/2012 01/03/2014 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 06/19/2013 12/20/2012 12/20/2012 12/20/2012 04/26/2013 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 12/20/2012 07/01/2011 12/20/2012 11/13/2015 12/20/2012 07/01/2011 07/01/2011 12/20/2012 12/20/2012 07/01/2011 10/12/2015 12/18/2015 02/2012 01/2012 11/22/2013 12/20/2012 11/22/2013 11/22/2013 12/20/2012 06/15/2015 06/15/2015 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 34 41 20.03 34 41 30 34 41 50 34 71 13 Appendix GC 4.01 GC-4.02 GC 4.✓1 GC 4.06 GC 6.06.D GC 6.07 GC 6.99 GC 6.2✓1 GR-01 60 00 Residentxi'l LED Roadway liarikirss Aluminum Signs Single Mode Fiber Optic Cable Traffic Control Availability of Lands Subsurface and Physical Conditions TJnderground Facilities I-kzcrdous Environmental Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates lZa �t3 a d Utilities Nander3ohitr ix�.tim Product Requirements END OF SECTION 00 00 10 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 06/15/2015 11/12/2013 02/26/2016 11/22/2013 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 JACKSON CONSTRUCTION, LTD. (PAVING AND STREET SIGN IMPROVEMENTS) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS From Version September 1, 2015 TALON HILL, PHASE IV CITY PROJECT #103653 00 42 43 DAP - BID PROPOSAL Page 4 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Section Unit of Bid No Description Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 3211.0400 Hydrated Lime 32 11 29 TON 383 $370.00 $ 141.710.00 2 3211.0502 8' Lime Treatment (36 LB/SY) 32 11 29 SY 21,292 $4.50 $ 95``814.00 1 3 3213.0102 7" Conc Pvmt 32 13 13 SY 19,918 $64.00 $ 1,274,7 52.00 4 3213.0302 5" Conc Sidewalk 32 13 20 SF 9,594 $8.50 $ 81 549.00 5 3213.0501 Barrier Free Ramp. Tvoe R-1 32 13 20 EA 11 $2,900.00 $ 31,900.00 6 3213.0504 Barrier Free Ramo, Tvoe M-2 32 13 20 EA 7 $2.300.00 $ 16,100.00 7 3213.0506 Barrier Free Ramp, Tyoe P-1 32 13 20 EA 7 $2,300.00 $ 16,100.00 8 3291.0100 Topsoil 32 91 19 CY 102 $75.00 $ 7 ,650.00 9 3292.0400 Seeding, HVdromulch 32 92 13 SY 2,750 $5.00 $ 13, f50.00 TOTAL UNIT IV: PAVING IMPROVEMENTS $1,679,325.00 Unit Price Bid Value Jackson Construction, Ltd. Troy . Jackson President CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 TALON HILL PHASE IV CPN 103653 00 42 43 DAP - BID PROPOSAL Page 6 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item) I Specification Section I Unit of ( Bid No. Description No Measure Quantity UNIT VI: STREET SIGNS IMPROVEMEN_TS 1 I9999.0004 Furnish/Install Street Sign Post I 34 41 30 i "A 13 2 9999.0005 Fumish/Install Street Name Blade 34 41 30 I EA 26 3 9999.0006 Furnish/Install Stop Sign 34 41 30 EA 13 UNIT VI: STREET SIGNS IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Verson May 22, 2019 Unit Price Bid Value $340.00 $ 4,420.00 $75.00 $ 1.950.00 $100.00 $ 1,300.00 $7,670.00 Jackson Construction, Ltd. Troy L Jackson President TALON HILL PHASE IV CPN 103653 00 42 43 DAP - BID PROPOSAL Page 7 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Description I Specification Section No. Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. Unit of Measure Bid Quantity Total Construction Bids Bidder's Proposal Unit Price Bid Value $663,415.20 $534,011.60 $327,554.30 $1,679,325.00 $136,925.001 $7,670.001 $3,348,001.10 180 working days after the date when the UNIT IV: PAVING IMPROVEMENTS Jackson Construction, Ltd. UNIT VI: STREET SIGNS IMPROVEMENTS UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS President Burnsco Construction, Inc. 60 Working Days 90 Working Days C & S Utility Contractors, Inc. 30 Working Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 TALON HILL PHASE IV CPN 103653 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 Type" 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 8" Wastewater New Development Open Cut 8" Water New Development Open Cut 7" Concrete Paving Street Lighting Improvements Contractor/Subcontractor Company Name Burnsco Construction Inc. Prequalification Expiration Date 06/30/2023 Jackson Construction, Ltd. 02/28/2023 C & S Utility Contractors, Inc. 03/03/2023 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, TX 76119 BY: Troy L. Jackson TITLE: DATE: 01 /11 /23 Burnsco Construction Inc. BY: 6331 Southwest Blvd. Benbrook, TX 76132 C & S Utility Contractors, Inc. 6705 Highway 287 Arlington, TX 76001 TITLE: DATE: BY: TITLE: DATE: Al�et Girantges END OF SECTION Vice PreSsd' n ure) December 16, 2022 ChL 1s1 /c�)S CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 (Signature) ?'fit s 00 45 12_Prequaliication Statement 2015_DAP.docxform TALON HILL PHASE IV City Project #103653 00 45 26- 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103653. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Jackson Construction. Ltd. Company 5112 Sun Valley Drive Address Fort Worth. Texas 76119 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § By: Trov L. Jackson (Please Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Troy L. JackAn.n . known to me to be the person whose name is subscribed to the foregoing inpie.t acknowledged to me that he/she executed the same as the act and deed of 1'��BSIQ for the purposes and consideration therein expressed and in the capacity therein stated. GIV UNDER MY HAND AND SEAL OF OFFICE this an rt3 20_ 3 • Nicole McCollum My Co 0 lS iO g pires Notary10129952648 l7'1 day of C Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April, 2014 TALON HILL, PHASE IV CITY PROJECT #103653 005243-1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 01/11/23 is made by and between the Developer, BYD TALON FP. LLC, authorized to do business in Texas ("Developer"), and . JACKSON CONSTRUCTION, LTD. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: TALON HILL. PHASE IV (Paving and Street Sign Imnrovements) CITY PROJECT #103653 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 60 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Five hundred Dollars ($ 500.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of one million six hundred eighty-six thousand nine hundred ninety-five dollars and 00/100 ($L686.995.001. Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to overate and be effective even if it is alleged or nroven that all or some of the damages being sought were caused, in whole or in nart. by anv act. omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is snecifically intended to onerate and be effective even if it is alleged or proven that all or some of the damages being sought were caused„ in whole or in part. by anv act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-4 Developer Awarded Project Agreement Page 4 of 4 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Jackson Construction, Ltd. By: (Sign' re) Troy L. Jackson (Printed Name) Title: President Company Name: Jackson Construction, Ltd. Address: 5112 Sun Valley Drive Developer: BYD Talon FP, LLC By: X/C1(6 (Signature) Shawn Goff (Printed Name) Title: Manager Company Name: BYD Talon FP, LLC Address: 1109 Glade Road City/State/Zip: Fort Worth, Texas 76119 City/State/Zip: Colleyville, TX 76034 01/11/23 01/11/23 Date L)ate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 Aria, o4O1 IL. 13J2422 4 CNA PARAMOUNT Contractors' General Liability Extension Endorsement It is understood and agreed that this endorsement amends the COMMERCIAL GENERAL LIABILITY COVERAGE PART as follows. If any other endorsement attached to this policy amends any provision also amended by this endorsement, then that other endorsement controls with respect to such provision, and the changes made by this endorsement with respect to such provision do not apply. TABLE OF CONTENTS 1. Additional Insureds 2. Additional Insured - Primary And Non -Contributory To Additional Insured's Insurance 3. Bodily Injury - Expanded Definition 4. Broad Knowledge of Occurrence/ Notice of Occurrence 5. Broad Named Insured 6. Broadened Liability Coverage For Damage To Your Product And Your Work 7. Contractual Liability - Railroads 8. Electronic Data Liability 9. Estates, Legal Representatives and Spouses 10. Expected Or Intended Injury - Exception for Reasonable Force 11. General Aggregate Limits of Insurance - Per Project 12. In Rem Actions 13. Incidental Health Care Malpractice Coverage 14. Joint Ventures/Partnership/Limited Liability Companies 15. Legal Liability - Damage To Premises / Alienated Premises / Property In The Named Insured's Care, Custody or Control 16. Liquor Liability 17. Medical Payments 18. Non -owned Aircraft Coverage 19. Non -owned Watercraft 20. Personal And Advertising Injury - Discrimination or Humiliation 21. Personal And Advertising Injury - Contractual Liability 22. Property Damage - Elevators 23. Supplementary Payments 24. Unintentional Failure To Disclose Hazards 25. Waiver of Subrogation - Blanket aA 1I-an Ext ion O9AP CP r Consolidated (Wrap -Up) Insurance Programs n1�7 ri T-?-1 � �n�irli-I�ln• �a i2� Page 1 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;101,A6084U1 Uer:ihcate Ill: 19324224 CNA PARAMOUNT 1. ADDITIONAL INSUREDS Contractors' General Liability Extension Endorsement a. WHO IS AN INSURED is amended to include as an Insured any person or organization described in paragraphs A. through H. below whom a Named Insured is required to add as an additional insured on this Coverage Part under a written contract or written agreement, provided such contract or agreement: (1) is currently in effect or becomes effective during the term of this Coverage Part; and (2) was executed prior to: (a) the bodily injury or property damage; or (b) the offense that caused the personal and advertising injury, for which such additional insured seeks coverage. b. However, subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: (1) a higher limit of insurance than required by such contract or agreement; or (2) coverage broader than required by such contract or agreement, and in no event broader than that described by the applicable paragraph A. through H. below. Any coverage granted by this endorsement shall apply only to the extent permissible by law. A. Controlling Interest Any person or organization with a controlling interest in a Named Insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. such person or organization's financial control of a Named Insured; or 2. premises such person or organization owns, maintains or controls while a Named Insured leases or occupies such premises; provided that the coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. B. Co-owner of Insured Premises A co-owner of a premises co -owned by a Named Insured and covered under this insurance but only with respect to such co -owner's liability for bodily injury, property damage or personal and advertising injury as co-owner of such premises. C. Lessor of Equipment Any person or organization from whom a Named Insured leases equipment, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused, in whole or in part, by the Named Insured's maintenance, operation or use of such equipment, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. D. Lessor of Land Any person or organization from whom a Named Insured leases land but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such land, provided that the occurrence giving rise to such bodily injury, property damage or the offense giving rise to such personal and advertising injury takes place prior to the termination of such lease. The CNA74705XX (1-15) Policy No: 7034447781 Page 2 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atia , Z4d 1 �1 �'.lLLatc iL. 7(f24214 CNA PARAMOUNT Contractors' General Liability Extension Endorsement coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. E. Lessor of Premises An owner or lessor of premises leased to the Named Insured, or such owner or lessor's real estate manager, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of the ownership, maintenance or use of such part of the premises leased to the Named Insured, and provided that the occurrence giving rise to such bodily injury or property damage, or the offense giving rise to such personal and advertising injury, takes place prior to the termination of such lease. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. F. Mortgagee, Assignee or Receiver A mortgagee, assignee or receiver of premises but only with respect to such mortgagee, assignee or receiver's liability for bodily injury, property damage or personal and advertising injury arising out of the Named Insured's ownership, maintenance, or use of a premises by a Named Insured. The coverage granted by this paragraph does not apply to structural alterations, new construction or demolition operations performed by, on behalf of, or for such additional insured. G. State or Governmental Agency or Subdivision or Political Subdivisions - Permits A state or governmental agency or subdivision or political subdivision that has issued a permit or authorization but only with respect to such state or governmental agency or subdivision or political subdivision's liability for bodily injury, property damage or personal and advertising injury arising out of: 1. the following hazards in connection with premises a Named Insured owns, rents, or controls and to which this insurance applies: a. the existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoistaway openings, sidewalk vaults, street banners, or decorations and similar exposures; or b. the construction, erection, or removal of elevators; or c. the ownership, maintenance or use of any elevators covered by this insurance; or 2. the permitted or authorized operations performed by a Named Insured or on a Named Insured's behalf. The coverage granted by this paragraph does not apply to: a. Bodily injury, property damage or personal and advertising injury arising out of operations performed for the state or governmental agency or subdivision or political subdivision; or b. Bodily injury or property damage included within the products -completed operations hazard. With respect to this provision's requirement that additional insured status must be requested under a written contract or agreement, the Insurer will treat as a written contract any governmental permit that requires the Named Insured to add the governmental entity as an additional insured. H. Trade Show Event Lessor 1. With respect to a Named Insured's participation in a trade show event as an exhibitor, presenter or displayer, any person or organization whom the Named Insured is required to include as an additional insured, but only with respect to such person or organization's liability for bodily injury, property damage or personal and advertising injury caused by: CNA74705XX (1-15) Policy No: 7034447781 Page 3 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;101,A608401 Cer:ihcate Ill: 19324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement a. the Named Insured's acts or omissions; or b. the acts or omissions of those acting on the Named Insured's behalf, in the performance of the Named Insured's ongoing operations at the trade show event premises during the trade show event. 2. The coverage granted by this paragraph does not apply to bodily injury or property damage included within the products -completed operations hazard. 2. ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY TO ADDITIONAL INSURED'S INSURANCE The Other Insurance Condition in the COMMERCIAL GENERAL LIABILITY CONDITIONS Section is amended to add the following paragraph: If the Named Insured has agreed in writing in a contract or agreement that this insurance is primary and noncontributory relative to an additional insured's own insurance, then this insurance is primary, and the Insurer will not seek contribution from that other insurance. For the purpose of this Provision 2., the additional insured's own insurance means insurance on which the additional insured is a named insured. Otherwise, and notwithstanding anything to the contrary elsewhere in this Condition, the insurance provided to such person or organization is excess of any other insurance available to such person or organization. 3. BODILY INJURY - EXPANDED DEFINITION Under DEFINITIONS, the definition of bodily injury is deleted and replaced by the following: Bodily injury means physical injury, sickness or disease sustained by a person, including death, humiliation, shock, mental anguish or mental injury sustained by that person at any time which results as a consequence of the physical injury, sickness or disease. 4. BROAD KNOWLEDGE OF OCCURRENCE/ NOTICE OF OCCURRENCE Under CONDITIONS, the condition entitled Duties in The Event of Occurrence, Offense, Claim or Suit is amended to add the following provisions: A. BROAD KNOWLEDGE OF OCCURRENCE The Named Insured must give the Insurer or the Insurer's authorized representative notice of an occurrence, offense or claim only when the occurrence, offense or claim is known to a natural person Named Insured, to a partner, executive officer, manager or member of a Named Insured, or an employee designated by any of the above to give such notice. B. NOTICE OF OCCURRENCE The Named Insured's rights under this Coverage Part will not be prejudiced if the Named Insured fails to give the Insurer notice of an occurrence, offense or claim and that failure is solely due to the Named Insured's reasonable belief that the bodily injury or property damage is not covered under this Coverage Part. However, the Named Insured shall give written notice of such occurrence, offense or claim to the Insurer as soon as the Named Insured is aware that this insurance may apply to such occurrence, offense or claim. 5. BROAD NAMED INSURED WHO IS AN INSURED is amended to delete its Paragraph 3. in its entirety and replace it with the following: 3. Pursuant to the limitations described in Paragraph 4. below, any organization in which a Named Insured has management control: a. on the effective date of this Coverage Part; or CNA74705XX (1-15) Policy No: 7034447781 Page 4 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Aka , 7r4d 1 (A:-.1 lLLatc iL. 'f f24214 CNA PARAMOUNT Contractors' General Liability Extension Endorsement b. by reason of a Named Insured creating or acquiring the organization during the policy period, qualifies as a Named Insured, provided that there is no other similar liability insurance, whether primary, contributory, excess, contingent or otherwise, which provides coverage to such organization, or which would have provided coverage but for the exhaustion of its limit, and without regard to whether its coverage is broader or narrower than that provided by this insurance. But this BROAD NAMED INSURED provision does not apply to: (a) any partnership, limited liability company or joint venture; or (b) any organization for which coverage is excluded by another endorsement attached to this Coverage Part. For the purpose of this provision, management control means: A. owning interests representing more than 50% of the voting, appointment or designation power for the selection of a majority of the Board of Directors of a corporation; or B. having the right, pursuant to a written trust agreement, to protect, control the use of, encumber or transfer or sell property held by a trust. 4. With respect to organizations which qualify as Named Insureds by virtue of Paragraph 3. above, this insurance does not apply to: a. bodily injury or property damage that first occurred prior to the date of management control, or that first occurs after management control ceases; nor b. personal or advertising injury caused by an offense that first occurred prior to the date of management control or that first occurs after management control ceases. 5. The insurance provided by this Coverage Part applies to Named Insureds when trading under their own names or under such other trading names or doing -business -as names (dba) as any Named Insured should choose to employ. 6. BROADENED LIABILITY COVERAGE FOR DAMAGE TO YOUR PRODUCT AND YOUR WORK A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusions k. and I. and replace them with the following: This insurance does not apply to: k. Damage to Your Product Property damage to your product arising out of it, or any part of it except when caused by or resulting from: (1) fire; (2) smoke; (3) collapse; or (4) explosion. I. Damage to Your Work Property damage to your work arising out of it, or any part of it and included in the products -completed operations hazard. This exclusion does not apply: (1) If the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor; or CNA74705XX (1-15) Policy No: 7034447781 Page 5 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;101,A6084U1 Cer:ihcate Ill: 19324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) If the cause of loss to the damaged work arises as a result of: (a) fire; (b) smoke; (c) collapse; or (d) explosion. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for the sum of damages arising out of any one occurrence because of property damage to your product and your work that is caused by fire, smoke, collapse or explosion and is included within the product -completed operations hazard. This sublimit does not apply to property damage to your work if the damaged work, or the work out of which the damage arises, was performed on the Named Insured's behalf by a subcontractor. C. This Broadened Liability Coverage For Damage To Your Product And Your Work Provision does not apply if an endorsement of the same name is attached to this policy. 7. CONTRACTUAL LIABILITY - RAILROADS With respect to operations performed within 50 feet of railroad property, the definition of insured contract is replaced by the following: Insured Contract means: a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner is not an insured contract; b. A sidetrack agreement; c. Any easement or license agreement; d. An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e. An elevator maintenance agreement; f. That part of any other contract or agreement pertaining to the Named Insured's business (including an indemnification of a municipality in connection with work performed for a municipality) under which the Named Insured assumes the tort liability of another party to pay for bodily injury or property damage to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f. does not include that part of any contract or agreement: (1) That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a) Preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b) Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; (2) Under which the Insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 8. ELECTRONIC DATA LIABILITY CNA74705XX (1-15) Policy No: 7034447781 Page 6 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atia 101445 64131 a, ',Medic IL. 1324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Access Or Disclosure Of Confidential Or Personal Information And Data -related Liability Damages arising out of: (1) any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2) the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data that does not result from physical injury to tangible property. However, unless Paragraph (1) above applies, this exclusion does not apply to damages because of bodily injury. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relation expenses or any other loss, cost or expense incurred by the Named Insured or others arising out of that which is described in Paragraph (1) or (2) above. B. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $100,000 is the most the Insurer will pay under Coverage A for all damages arising out of any one occurrence because of property damage that results from physical injury to tangible property and arises out of electronic data. C. The following definition is added to DEFINITIONS: Electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. D. For the purpose of the coverage provided by this ELECTRONIC DATA LIABILITY Provision, the definition of property damage in DEFINITIONS is replaced by the following: Property damage means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the occurrence that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate electronic data, resulting from physical injury to tangible property. All such loss of electronic data shall be deemed to occur at the time of the occurrence that caused it. For the purposes of this insurance, electronic data is not tangible property. E. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this ELECTRONIC DATA LIABILITY Provision is part of, and not in addition to, that higher limit. 9. ESTATES, LEGAL REPRESENTATIVES, AND SPOUSES The estates, heirs, legal representatives and spouses of any natural person Insured shall also be insured under this policy; provided, however, coverage is afforded to such estates, heirs, legal representatives, and spouses only for CNA74705XX (1-15) Policy No: 7034447781 Page 7 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;101,A608401 Cer:ihcate Ill: 19324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement claims arising solely out of their capacity or status as such and, in the case of a spouse, where such claim seeks damages from marital community property, jointly held property or property transferred from such natural person Insured to such spouse. No coverage is provided for any act, error or omission of an estate, heir, legal representative, or spouse outside the scope of such person's capacity or status as such, provided however that the spouse of a natural person Named Insured and the spouses of members or partners of joint venture or partnership Named Insureds are Insureds with respect to such spouses' acts, errors or omissions in the conduct of the Named Insured's business. 10. EXPECTED OR INTENDED INJURY - EXCEPTION FOR REASONABLE FORCE Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Expected or Intended Injury and replace it with the following: This insurance does not apply to: Expected or Intended Injury Bodily injury or property damage expected or intended from the standpoint of the Insured. This exclusion does not apply to bodily injury or property damage resulting from the use of reasonable force to protect persons or property. 11. GENERAL AGGREGATE LIMITS OF INSURANCE - PER PROJECT A. For each construction project away from premises the Named Insured owns or rents, a separate Construction Project General Aggregate Limit, equal to the amount of the General Aggregate Limit shown in the Declarations, is the most the Insurer will pay for the sum of: 1. All damages under Coverage A, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 2. All medical expenses under Coverage C, that arise from occurrences or accidents which can be attributed solely to ongoing operations at that construction project. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, nor the Construction Project General Aggregate Limit of any other construction project. B. All: 1. Damages under Coverage B, regardless of the number of locations or construction projects involved; 2. Damages under Coverage A, caused by occurrences which cannot be attributed solely to ongoing operations at a single construction project, except damages because of bodily injury or property damage included in the products -completed operations hazard; and 3. Medical expenses under Coverage C caused by accidents which cannot be attributed solely to ongoing operations at a single construction project, will reduce the General Aggregate Limit shown in the Declarations. C. The limits shown in the Declarations for Each Occurrence, for Damage To Premises Rented To You and for Medical Expense continue to apply, but will be subject to either the Construction Project General Aggregate Limit or the General Aggregate Limit shown in the Declarations, depending on whether the occurrence can be attributed solely to ongoing operations at a particular construction project. D. When coverage for liability arising out of the products -completed operations hazard is provided, any payments for damages because of bodily injury or property damage included in the products -completed operations hazard will reduce the Products -Completed Operations Aggregate Limit shown in the Declarations, regardless of the number of projects involved. CNA74705XX (1-15) Policy No: 7034447781 Page 8 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Aka , 7r401 �l�'.f7uaic iL. 7(f24214 CNA PARAMOUNT Contractors' General Liability Extension Endorsement E. If a single construction project away from premises owned by or rented to the Insured has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the project will still be deemed to be the same construction project. F. The provisions of LIMITS OF INSURANCE not otherwise modified by this endorsement shall continue to apply as stipulated. 12. IN REM ACTIONS A quasi in rem action against any vessel owned or operated by or for the Named Insured, or chartered by or for the Named Insured, will be treated in the same manner as though the action were in personam against the Named Insured. 13. INCIDENTAL HEALTH CARE MALPRACTICE COVERAGE Solely with respect to bodily injury that arises out of a health care incident: A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Insuring Agreement is amended to replace Paragraphs 1.b.(1) and 1.b.(2) with the following: b. This insurance applies to bodily injury provided that the professional health care services are incidental to the Named Insured's primary business purpose, and only if: (1) such bodily injury is caused by an occurrence that takes place in the coverage territory. (2) the bodily injury first occurs during the policy period. All bodily injury arising from an occurrence will be deemed to have occurred at the time of the first act, error, or omission that is part of the occurrence; and B. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to: i. add the following to the Employers Liability exclusion: This exclusion applies only if the bodily injury arising from a health care incident is covered by other liability insurance available to the Insured (or which would have been available but for exhaustion of its limits). ii. delete the exclusion entitled Contractual Liability and replace it with the following: This insurance does not apply to: Contractual Liability the Insured's actual or alleged liability under any oral or written contract or agreement, including but not limited to express warranties or guarantees. iii. add the following additional exclusions: This insurance does not apply to: Discrimination any actual or alleged discrimination, humiliation or harassment, including but not limited to claims based on an individual's race, creed, color, age, gender, national origin, religion, disability, marital status or sexual orientation. Dishonesty or Crime Any actual or alleged dishonest, criminal or malicious act, error or omission. Medicare/Medicaid Fraud CNA74705XX (1-15) Policy No: 7034447781 Page 9 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;101,A6084U1 Cer:ihcate Ill: 19324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement any actual or alleged violation of law with respect to Medicare, Medicaid, Tricare or any similar federal, state or local governmental program. Services Excluded by Endorsement Any health care incident for which coverage is excluded by endorsement. C. DEFINITIONS is amended to: i. add the following definitions: Health care incident means an act, error or omission by the Named Insured's employees or volunteer workers in the rendering of: a. professional health care services on behalf of the Named Insured or b. Good Samaritan services rendered in an emergency and for which no payment is demanded or received. Professional health care services means any health care services or the related furnishing of food, beverages, medical supplies or appliances by the following providers in their capacity as such but solely to the extent they are duly licensed as required: a. Physician; b. Nurse; c. Nurse practitioner; d. Emergency medical technician; e. Paramedic; f. Dentist; g. Physical therapist; h. Psychologist; i. Speech therapist; j. Other allied health professional; or Professional health care services does not include any services rendered in connection with human clinical trials or product testing. ii. delete the definition of occurrence and replace it with the following: Occurrence means a health care incident. All acts, errors or omissions that are logically connected by any common fact, circumstance, situation, transaction, event, advice or decision will be considered to constitute a single occurrence; iii. amend the definition of Insured to: a. add the following: the Named Insured's employees are Insureds with respect to: (1) bodily injury to a co -employee while in the course of the co -employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; and CNA74705XX (1-15) Policy No: 7034447781 Page 10 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atia 101445 64131 a, ',Medic IL. 1324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement (2) bodily injury to a volunteer worker while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. the Named Insured's volunteer workers are Insureds with respect to: (1) bodily injury to a co -volunteer worker while performing duties related to the conduct of the Named Insured's business; and (2) bodily injury to an employee while in the course of the employee's employment by the Named Insured or while performing duties related to the conduct of the Named Insured's business; when such bodily injury arises out of a health care incident. b. delete Subparagraphs (a), (b), (c) and (d) of Paragraph 2.a.(1) of WHO IS AN INSURED. D. The Other Insurance condition is amended to delete Paragraph b.(1) in its entirety and replace it with the following: Other Insurance b. Excess Insurance (1) To the extent this insurance applies, it is excess over any other insurance, self insurance or risk transfer instrument, whether primary, excess, contingent or on any other basis, except for insurance purchased specifically by the Named Insured to be excess of this coverage. 14. JOINT VENTURES / PARTNERSHIP / LIMITED LIABILITY COMPANIES WHO IS AN INSURED is amended to delete its last paragraph and replace it with the following: No person or organization is an Insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations, except that if the Named Insured was a joint venturer, partner, or member of a limited liability company and such joint venture, partnership or limited liability company terminated prior to or during the policy period, such Named Insured is an Insured with respect to its interest in such joint venture, partnership or limited liability company but only to the extent that: a. any offense giving rise to personal and advertising injury occurred prior to such termination date, and the personal and advertising injury arising out of such offense first occurred after such termination date; b. the bodily injury or property damage first occurred after such termination date; and c. there is no other valid and collectible insurance purchased specifically to insure the partnership, joint venture or limited liability company; and If the joint venture, partnership or limited liability company is or was insured under a consolidated (wrap-up) insurance program, then such insurance will always be considered valid and collectible for the purpose of paragraph c. above. But this provision will not serve to exclude bodily injury, property damage or personal and advertising injury that would otherwise be covered under the Contractors General Liability Extension Endorsement provision entitled WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS. Please see that provision for the definition of consolidated (wrap-up) insurance program. 15. LEGAL LIABILITY - DAMAGE TO PREMISES / ALIENATED PREMISES / PROPERTY IN THE NAMED INSURED'S CARE, CUSTODY OR CONTROL A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete exclusion j. Damage to Property in its entirety and replace it with the following: This insurance does not apply to: CNA74705XX (1-15) Policy No: 7034447781 Page 11 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;101,A6084U1 Cer:ihcate Ill: 19324224 CNA PARAMOUNT j. Damage to Property Property damage to: Contractors' General Liability Extension Endorsement (1) Property the Named Insured owns, rents, or occupies, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; (2) Premises the Named Insured sells, gives away or abandons, if the property damage arises out of any part of those premises; (3) Property loaned to the Named Insured; (4) Personal property in the care, custody or control of the Insured; (5) That particular part of real property on which the Named Insured or any contractors or subcontractors working directly or indirectly on the Named Insured's behalf are performing operations, if the property damage arises out of those operations; or (6) That particular part of any property that must be restored, repaired or replaced because your work was incorrectly performed on it. Paragraphs (1), (3) and (4) of this exclusion do not apply to property damage (other than damage by fire) to premises rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, nor to the contents of premises rented to the Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in LIMITS OF INSURANCE. Paragraph (2) of this exclusion does not apply if the premises are your work. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraph (6) of this exclusion does not apply to property damage included in the products -completed operations hazard. Paragraphs (3) and (4) of this exclusion do not apply to property damage to: i. tools, or equipment the Named Insured borrows from others, nor ii. other personal property of others in the Named Insured's care, custody or control while being used in the Named Insured's operations away from any Named Insured's premises. However, the coverage granted by this exception to Paragraphs (3) and (4) does not apply to: a. property at a job site awaiting or during such property's installation, fabrication, or erection; b. property that is mobile equipment leased by an Insured; c. property that is an auto, aircraft or watercraft; d. property in transit; or e. any portion of property damage for which the Insured has available other valid and collectible insurance, or would have such insurance but for exhaustion of its limits, or but for application of one of its exclusions. A separate limit of insurance and deductible apply to such property of others. See LIMITS OF INSURANCE as amended below. CNA74705XX (1-15) Policy No: 7034447781 Page 12 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta3CMIVU2S4U1 uer:incateiv: iyi2,4224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete its last paragraph and replace it with the following: Exclusions c. through n. do not apply to damage by fire to premises while rented to a Named Insured or temporarily occupied by a Named Insured with permission of the owner, nor to damage to the contents of premises rented to a Named Insured for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in LIMITS OF INSURANCE. C. The following paragraph is added to LIMITS OF INSURANCE: Subject to 5. above, $25,000 is the most the Insurer will pay under Coverage A for damages arising out of any one occurrence because of the sum of all property damage to borrowed tools or equipment, and to other personal property of others in the Named Insured's care, custody or control, while being used in the Named Insured's operations away from any Named Insured's premises. The Insurer's obligation to pay such property damage does not apply until the amount of such property damage exceeds $1,000. The Insurer has the right but not the duty to pay any portion of this $1,000 in order to effect settlement. If the Insurer exercises that right, the Named Insured will promptly reimburse the Insurer for any such amount. D. Paragraph 6., Damage To Premises Rented To You Limit, of LIMITS OF INSURANCE is deleted and replaced by the following: 6. Subject to Paragraph 5. above, (the Each Occurrence Limit), the Damage To Premises Rented To You Limit is the most the Insurer will pay under Coverage A for damages because of property damage to any one premises while rented to the Named Insured or temporarily occupied by the Named Insured with the permission of the owner, including contents of such premises rented to the Named Insured for a period of 7 or fewer consecutive days. The Damage To Premises Rented To You Limit is the greater of: a. $500,000; or b. The Damage To Premises Rented To You Limit shown in the Declarations. E. Paragraph 4.b.(1)(a)(ii) of the Other Insurance Condition is deleted and replaced by the following: (ii) That is property insurance for premises rented to the Named Insured, for premises temporarily occupied by the Named Insured with the permission of the owner; or for personal property of others in the Named Insured's care, custody or control; 16. LIQUOR LIABILITY Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Liquor Liability. This LIQUOR LIABILITY provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 17. MEDICAL PAYMENTS A. LIMITS OF INSURANCE is amended to delete Paragraph 7. (the Medical Expense Limit) and replace it with the following: 7. Subject to Paragraph 5. above (the Each Occurrence Limit), the Medical Expense Limit is the most the Insurer will pay under Coverage C - Medical Payments for all medical expenses because of bodily injury sustained by any one person. The Medical Expense Limit is the greater of: (1) $15,000 unless a different amount is shown here: $N,NNN,NNN,NNN; or (2) the amount shown in the Declarations for Medical Expense Limit. CNA74705XX (1-15) Policy No: 7034447781 Page 13 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Atta thment Code: D60 4U1 Cer:ihcate ID: 19324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Under COVERAGES, the Insuring Agreement of Coverage C - Medical Payments is amended to replace Paragraph 1.a.(3)(b) with the following: (b) The expenses are incurred and reported to the Insurer within three years of the date of the accident; and 18. NON -OWNED AIRCRAFT Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended as follows: The exclusion entitled Aircraft, Auto or Watercraft is amended to add the following: This exclusion does not apply to an aircraft not owned by any Named Insured, provided that: 1. the pilot in command holds a currently effective certificate issued by the duly constituted authority of the United States of America or Canada, designating that person as a commercial or airline transport pilot; 2. the aircraft is rented with a trained, paid crew to the Named Insured; and 3. the aircraft is not being used to carry persons or property for a charge. 19. NON -OWNED WATERCRAFT Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended to delete subparagraph (2) of the exclusion entitled Aircraft, Auto or Watercraft, and replace it with the following. This exclusion does not apply to: (2) a watercraft that is not owned by any Named Insured, provided the watercraft is: (a) less than 75 feet long; and (b) not being used to carry persons or property for a charge. 20. PERSONAL AND ADVERTISING INJURY -DISCRIMINATION OR HUMILIATION A. Under DEFINITIONS, the definition of personal and advertising injury is amended to add the following tort: Discrimination or humiliation that results in injury to the feelings or reputation of a natural person. B. Under COVERAGES, Coverage B - Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to: 1. delete the Exclusion entitled Knowing Violation Of Rights Of Another and replace it with the following: This insurance does not apply to: Knowing Violation of Rights of Another Personal and advertising injury caused by or at the direction of the Insured with the knowledge that the act would violate the rights of another and would inflict personal and advertising injury. This exclusion shall not apply to discrimination or humiliation that results in injury to the feelings or reputation of a natural person, but only if such discrimination or humiliation is not done intentionally by or at the direction of: (a) the Named Insured; or (b) any executive officer, director, stockholder, partner, member or manager (if the Named Insured is a limited liability company) of the Named Insured. 2. add the following exclusions: CNA74705XX (1-15) Policy No: 7034447781 Page 14 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atia , 7r4d 1 a-a'.l?Latc iL. 7(f24214 CNA PARAMOUNT Contractors' General Liability Extension Endorsement This insurance does not apply to: Employment Related Discrimination Discrimination or humiliation directly or indirectly related to the employment, prospective employment, past employment or termination of employment of any person by any Insured. Premises Related Discrimination discrimination or humiliation arising out of the sale, rental, lease or sub -lease or prospective sale, rental, lease or sub -lease of any room, dwelling or premises by or at the direction of any Insured. Notwithstanding the above, there is no coverage for fines or penalties levied or imposed by a governmental entity because of discrimination. The coverage provided by this PERSONAL AND ADVERTISING INJURY -DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization whose status as an Insured derives solely from Provision 1. ADDITIONAL INSURED of this endorsement; or attachment of an additional insured endorsement to this Coverage Part. This PERSONAL AND ADVERTISING INJURY -DISCRIMINATION OR HUMILIATION Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 21. PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY A. Under COVERAGES, Coverage B -Personal and Advertising Injury Liability, the paragraph entitled Exclusions is amended to delete the exclusion entitled Contractual Liability. B. Solely for the purpose of the coverage provided by this PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY provision, the following changes are made to the section entitled SUPPLEMENTARY PAYMENTS - COVERAGES A AND B: 1. Paragraph 2.d. is replaced by the following: d. The allegations in the suit and the information the Insurer knows about the offense alleged in such suit are such that no conflict appears to exist between the interests of the Insured and the interests of the indemnitee; 2. The first unnumbered paragraph beneath Paragraph 2.f.(2)(b) is deleted and replaced by the following: So long as the above conditions are met, attorneys fees incurred by the Insurer in the defense of that indemnitee, necessary litigation expenses incurred by the Insurer, and necessary litigation expenses incurred by the indemnitee at the Insurer's request will be paid as defense costs. Such payments will not be deemed to be damages for personal and advertising injury and will not reduce the limits of insurance. C. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply if Coverage B -Personal and Advertising Injury Liability is excluded by another endorsement attached to this Coverage Part. This PERSONAL AND ADVERTISING INJURY - CONTRACTUAL LIABILITY Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 22. PROPERTY DAMAGE - ELEVATORS A. Under COVERAGES, Coverage A - Bodily Injury and Property Damage Liability, the paragraph entitled Exclusions is amended such that the Damage to Your Product Exclusion and subparagraphs (3), (4) and (6) of the Damage to Property Exclusion do not apply to property damage that results from the use of elevators. CNA74705XX (1-15) Policy No: 7034447781 Page 15 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;ICArA6084U1 Cer:ihcate Ill: 19324224 CNA PARAMOUNT Contractors' General Liability Extension Endorsement B. Solely for the purpose of the coverage provided by this PROPERTY DAMAGE - ELEVATORS Provision, the Other Insurance conditions is amended to add the following paragraph: This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis that is Property insurance covering property of others damaged from the use of elevators. 23. SUPPLEMENTARY PAYMENTS The section entitled SUPPLEMENTARY PAYMENTS - COVERAGES A AND B is amended as follows: A. Paragraph 1.b. is amended to delete the $250 limit shown for the cost of bail bonds and replace it with a $5,000. limit; and B. Paragraph 1.d. is amended to delete the limit of $250 shown for daily loss of earnings and replace it with a $1,000. limit. 24. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If the Named Insured unintentionally fails to disclose all existing hazards at the inception date of the Named Insured's Coverage Part, the Insurer will not deny coverage under this Coverage Part because of such failure. 25. WAIVER OF SUBROGATION - BLANKET Under CONDITIONS, the condition entitled Transfer Of Rights Of Recovery Against Others To Us is amended to add the following: The Insurer waives any right of recovery the Insurer may have against any person or organization because of payments the Insurer makes for injury or damage arising out of: 1. the Named Insured's ongoing operations; or 2. your work included in the products -completed operations hazard. However, this waiver applies only when the Named Insured has agreed in writing to waive such rights of recovery in a written contract or written agreement, and only if such contract or agreement: 1. is in effect or becomes effective during the term of this Coverage Part; and 2. was executed prior to the bodily injury, property damage or personal and advertising injury giving rise to the claim. 26. WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Note: The following provision does not apply to any public construction project in the state of Oklahoma, nor to any construction project in the state of Alaska, that is not permitted to be insured under a consolidated (wrap-up) insurance program by applicable state statute or regulation. If the endorsement EXCLUSION - CONSTRUCTION WRAP-UP is attached to this policy, or another exclusionary endorsement pertaining to Owner Controlled Insurance Programs (O.C.I.P.) or Contractor Controlled Insurance Programs (C.C.I.P.) is attached, then the following changes apply: A. The following wording is added to the above -referenced endorsement: With respect to a consolidated (wrap-up) insurance program project in which the Named Insured is or was involved, this exclusion does not apply to those sums the Named Insured become legally obligated to pay as damages because of: 1. Bodily injury, property damage, or personal or advertising injury that occurs during the Named Insured's ongoing operations at the project, or during such operations of anyone acting on the Named Insured's behalf; nor CNA74705XX (1-15) Policy No: 7034447781 Page 16 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atka , 7r4d 1 C1;1'.f?caic iL. 7(f24214 CNA PARAMOUNT Contractors' General Liability Extension Endorsement 2. Bodily injury or property damage included within the products -completed operations hazard that arises out of those portions of the project that are not residential structures. B. Condition 4. Other Insurance is amended to add the following subparagraph 4.b.(1)(c): This insurance is excess over: (c) Any of the other insurance whether primary, excess, contingent or any other basis that is insurance available to the Named Insured as a result of the Named Insured being a participant in a consolidated (wrap-up) insurance program, but only as respects the Named Insured's involvement in that consolidated (wrap-up) insurance program. C. DEFINITIONS is amended to add the following definitions: Consolidated (wrap-up) insurance program means a construction, erection or demolition project for which the prime contractor/project manager or owner of the construction project has secured general liability insurance covering some or all of the contractors or subcontractors involved in the project, such as an Owner Controlled Insurance Program (O.C.I.P.) or Contractor Controlled Insurance Program (C.C.I.P.). Residential structure means any structure where 30% or more of the square foot area is used or is intended to be used for human residency, including but not limited to: 1. single or multifamily housing, apartments, condominiums, townhouses, co-operatives or planned unit developments; and 2. the common areas and structures appurtenant to the structures in paragraph 1. (including pools, hot tubs, detached garages, guest houses or any similar structures). However, when there is no individual ownership of units, residential structure does not include military housing, college/university housing or dormitories, long term care facilities, hotels or motels. Residential structure also does not include hospitals or prisons. This WRAP-UP EXTENSION: OCIP, CCIP, OR CONSOLIDATED (WRAP-UP) INSURANCE PROGRAMS Provision does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA74705XX (1-15) Policy No: 7034447781 Page 17 of 17 Endorsement No: 1 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Aka , 7r4C O i.f7uaic iL. 'f f242Z4 CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART It is understood and agreed as follows: I. WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury caused in whole or in part by your acts or omissions, or the acts or omissions of those acting on your behalf: A. in the performance of your ongoing operations subject to such written contract; or B. in the performance of your work subject to such written contract, but only with respect to bodily injury or property damage included in the products -completed operations hazard, and only if: 1. the written contract requires you to provide the additional insured such coverage; and 2. this coverage part provides such coverage. II. But if the written contract requires: A. additional insured coverage under the 11-85 edition, 10-93 edition, or 10-01 edition of CG2010, or under the 1001 edition of CG2037; or B. additional insured coverage with "arising out of language; or C. additional insured coverage to the greatest extent permissible by law; then paragraph I. above is deleted in its entirety and replaced by the following: WHO IS AN INSURED is amended to include as an Insured any person or organization whom you are required by written contract to add as an additional insured on this coverage part, but only with respect to liability for bodily injury, property damage or personal and advertising injury arising out of your work that is subject to such written contract. III. Subject always to the terms and conditions of this policy, including the limits of insurance, the Insurer will not provide such additional insured with: A. coverage broader than required by the written contract; or B. a higher limit of insurance than required by the written contract. IV. The insurance granted by this endorsement to the additional insured does not apply to bodily injury, property damage, or personal and advertising injury arising out of: A. the rendering of, or the failure to render, any professional architectural, engineering, or surveying services, including: 1. the preparing, approving, or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; and 2. supervisory, inspection, architectural or engineering activities; or B. any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. V. Under COMMERCIAL GENERAL LIABILITY CONDITIONS, the Condition entitled Other Insurance is amended to add the following, which supersedes any provision to the contrary in this Condition or elsewhere in this coverage part: CNA75079XX (10-16) Policy No: 7034447781 Page 1 of 2 Endorsement No: 2 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Atta;1011A6084Uy Cer:ihcate Ill: 19324224 CNA PARAMOUNT Blanket Additional Insured - Owners, Lessees or Contractors - with Products -Completed Operations Coverage Endorsement Primary and Noncontributory Insurance With respect to other insurance available to the additional insured under which the additional insured is a named insured, this insurance is primary to and will not seek contribution from such other insurance, provided that a written contract requires the insurance provided by this policy to be: 1. primary and non-contributing with other insurance available to the additional insured; or 2. primary and to not seek contribution from any other insurance available to the additional insured. But except as specified above, this insurance will be excess of all other insurance available to the additional insured. VI. Solely with respect to the insurance granted by this endorsement, the section entitled COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: The Condition entitled Duties In The Event of Occurrence, Offense, Claim or Suit is amended with the addition of the following: Any additional insured pursuant to this endorsement will as soon as practicable: 1. give the Insurer written notice of any claim, or any occurrence or offense which may result in a claim; 2. send the Insurer copies of all legal papers received, and otherwise cooperate with the Insurer in the investigation, defense, or settlement of the claim; and 3. make available any other insurance, and tender the defense and indemnity of any claim to any other insurer or self -insurer, whose policy or program applies to a loss that the Insurer covers under this coverage part. However, if the written contract requires this insurance to be primary and non-contributory, this paragraph 3. does not apply to insurance on which the additional insured is a named insured. The Insurer has no duty to defend or indemnify an additional insured under this endorsement until the Insurer receives written notice of a claim from the additional insured. VII. Solely with respect to the insurance granted by this endorsement, the section entitled DEFINITIONS is amended to add the following definition: Written contract means a written contract or written agreement that requires you to make a person or organization an additional insured on this coverage part, provided the contract or agreement: A. is currently in effect or becomes effective during the term of this policy; and B. was executed prior to: 1. the bodily injury or property damage; or 2. the offense that caused the personal and advertising injury; for which the additional insured seeks coverage. Any coverage granted by this endorsement shall apply solely to the extent permissible by law. All other terms and conditions of the Policy remain unchanged. This endorsement, which forms a part of and is for attachment to the Policy issued by the designated Insurers, takes effect on the effective date of said Policy at the hour stated in said Policy, unless another effective date is shown below, and expires concurrently with said Policy. CNA75079XX (10-16) Policy No: 7034447781 Page 2 of 2 Endorsement No: 2 VALLEY FORGE INSURANCE COMPANY Effective Date: 10/01/2022 Insured Name: JACKSON CONSTRUCTION LTD Copyright CNA All Rights Reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Attachment Code: D608402 Certificate ID: 19324224 CNA I Business Auto Policy Policy Endorsement LESSOR - ADDITIONAL INSURED AND LOSS PAYEE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Names insurea: JACKSON CONS I RUC I ION L I U Endorsement Effective Date: 10/1/2022 SCHEDULE Insurance Company: Valley Forge Insurance Company Policy Number: 7034434075 Expiration Date: 10/ 1/ 2023 Named Insured: JACKSON CONSTRUCTION LTD Address: 5112 SUN VALLEY DR FORT WORTH, TX 76119-6410 Effective Date: 10/1/2022 Additional Insured (Lessor): Address: Designation Or Description Of "Leased Autos": Per Schedule On File With Company Coverages Limit Of Insurance Liability $ 1,000,000 Each "Accident" Comprehensive Collision Specified Causes Of Loss Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Refer to Declarations Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Refer to Declarations Deductible For Each Covered "Leased Auto" Actual Cash Value Or Cost Of Repair, Whichever Is Less, Minus Deductible For Each Covered "Leased Auto" Form No: CA 20 01 10 13 Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 3; Page: 1 of 2 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: BUA 7034434075Policy Effective Date: 10/1/2022 Policy Page: 15 of 34 Attachment Code: D6O84O2 Certificate ID: 19324224 c Copyright Insurance Services Office, Inc., 2011 67241409 1 22-23 GL/Auto/WC/$10mi1 Umb/Equip 1 Krista Aburrow 1 3/17/2022 1:50:14 PM (CDT) 1 Page 6 of 11 Attachment Code: D6O84O2 Certificate ID: 19324224 CNA Business Auto Policy Policy Endorsement Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Coverage 1. Any "leased auto" designated or described in the Schedule will be considered a covered "auto" you own and not a covered "auto" you hire or borrow. 2. For a "leased auto" designated or described in the Schedule, the Who Is An Insured provision under Covered Autos Liability Coverage is changed to include as an "insured" the lessor named in the Schedule. However, the lessor is an "insured" only for "bodily injury" or "property damage" resulting from the acts or omissions by: a. You; b. Any of your "employees" or agents; or c. Any person, except the lessor or any "employee" or agent of the lessor, operating a "leased auto" with the permission of any of the above. 3. The coverages provided under this endorsement apply to any "leased auto" described in the Schedule until the expiration date shown in the Schedule, or when the lessor or his or her agent takes possession of the "leased auto", whichever occurs first. B. Loss Payable Clause 1. We will pay, as interest may appear, you and the lessor named in this endorsement for "loss" to a " leased auto". 2. The insurance covers the interest of the lessor unless the "loss" results from fraudulent acts or omissions on your part. 3. If we make any payment to the lessor, we will obtain his or her rights against any other party. C. Cancellation 1. If we cancel the policy, we will mail notice to the lessor in accordance with the Cancellation Common Policy Condition. 2. If you cancel the policy, we will mail notice to the lessor. 3. Cancellation ends this agreement. D. The lessor is not liable for payment of your premiums. E. Additional Definition As used in this endorsement: "Leased auto" means an "auto" leased or rented to you, including any substitute, replacement or extra " auto" needed to meet seasonal or other needs, under a leasing or rental agreement that requires you to provide direct primary insurance for the lessor. Form No: CA 20 01 10 13 Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 3; Page: 2 of 2 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034434075 Policy Effective Date: 10/1/2022 Policy Page: 16 of 34 c Copyright Insurance Services Office, Inc., 2011 67241409 122-23 GL/Auto/WC/$10m11 Umb/Equip I Krista Aburrow 13/17/2022 1,50:14 PM (CDT) I Page 7 of 11 Attachment Code: D608402 Certificate ID: 19324224 Attachment Code: D608395 Certificate ID: 19324224 CNA Workers Compensation And Employers Liability Insurance Policy Endorsement TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. Specific Waiver Name of person or organization X Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: All Texas Operations 3. Premium: The premium charge for this endorsement shall be 2% percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: Refer to Schedule of Operations All other terms and conditions of the policy remain unchanged. This endorsement, which forms a part of and is for attachment to the policy issued by the designated Insurers, takes effect on the Policy Effective Date of said policy at the hour stated in said policy, unless another effective date (the Endorsement Effective Date) is shown below, and expires concurrently with said policy unless another expiration date is shown below. Form No: WC 42 03 04 B (06-2014) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 6; Page: 1 of 1 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034448204 Policy Effective Date: 10/1/2022 Policy Page: 15 of 15 ® Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. 67241409 121-22 GL/Auto/WC/$10mi1 Umb/Equip Krista P.burrow 3/17/2022 1,50:14 PM (CDT) Page 11 of 11 Attachment Code: D620980 Certificate ID: 19324224 Business Auto Policy Policy Endorsement `hsi►ii:�G►hIN�:�+`>>) Yi4►.����h�Ji4:�G►ri�4►��i��:a+`���h4►ika=ii+`nu4+`i+`�:►l►�i�ti+`� THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM I. LIABILITY COVERAGE A. Who Is An Insured The following is added to Section II, Paragraph A.1., Who Is An Insured: 1. a. Any incorporated entity of which the Named Insured owns a majority of the voting stock on the date of inception of this Coverage Form; provided that, b. The insurance afforded by this provision A.1. does not apply to any such entity that is an insured under any other liability "policy" providing auto coverage. 2. Any organization you newly acquire or form, other than a limited liability company, partnership or joint venture, and over which you maintain majority ownership interest. The insurance afforded by this provision A.2.: a. Is effective on the acquisition or formation date, and is afforded only until the end of the policy period of this Coverage Form, or the next anniversary of its inception date, whichever is earlier. b. Does not apply to: (1) Bodily injury or property damage caused by an accident that occurred before you acquired or formed the organization; or (2) Any such organization that is an insured under any other liability "policy" providing auto coverage. 3. Any person or organization that you are required by a written contract to name as an additional insured is an insured but only with respect to their legal liability for acts or omissions of a person, who qualifies as an insured under SECTION II — WHO IS AN INSURED and for whom Liability Coverage is afforded under this policy. If required by written contract, this insurance will be primary and non-contributory to insurance on which the additional insured is a Named Insured. 4. An employee of yours is an insured while operating an auto hired or rented under a contract or agreement in that employee's name, with your permission, while performing duties related to the conduct of your business. "Policy", as used in this provision A. Who Is An Insured, includes those policies that were in force on the inception date of this Coverage Form but: 1. Which are no longer in force; or 2. Whose limits have been exhausted. B. Bail Bonds and Loss of Earnings Section II, Paragraphs A.2. (2) and A.2. (4) are revised as follows: 1. In a.(2), the limit for the cost of bail bonds is changed from $2,000 to $5,000; and 2. In a.(4), the limit for the loss of earnings is changed from $250 to $500 a day. Form No: CNA63359XX (04-2012) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 11; Page: 1 of 4 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034434075 Policy Effective Date: 10/1/2022 Policy Page: 66 of 305 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Attachment Code: D620980 Certificate ID: 19324224 Business Auto Policy Policy Endorsement C. Fellow Employee Section II, Paragraph B.5 does not apply. Such coverage as is afforded by this provision C. is excess over any other collectible insurance. II. PHYSICAL DAMAGE COVERAGE A. Glass Breakage — Hitting A Bird Or Animal — Falling Objects Or Missiles The following is added to Section III, Paragraph A.3.: With respect to any covered auto, any deductible shown in the Declarations will not apply to glass breakage if such glass is repaired, in a manner acceptable to us, rather than replaced. B. Transportation Expenses Section III, Paragraph A.4.a. is revised, with respect to transportation expense incurred by you, to provide: a. $60 per day, in lieu of $20; subject to b. $1,800 maximum, in lieu of $600. C. Loss of Use Expenses Section III, Paragraph A.4.b. is revised, with respect to loss of use expenses incurred by you, to provide: a. $1,000 maximum, in lieu of $600. D. Hired "Autos" The following is added to Section III. Paragraph A.: 5. Hired "Autos" If Physical Damage coverage is provided under this policy, and such coverage does not extend to Hired Autos, then Physical Damage coverage is extended to: a. Any covered auto you lease, hire, rent or borrow without a driver; and b. Any covered auto hired or rented by your employee without a driver, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. The most we will pay for any one accident or loss is the actual cash value, cost of repair, cost of replacement or $75,000, whichever is less, minus a $500 deductible for each covered auto. No deductible applies to loss caused by fire or lightning. d. The physical damage coverage as is provided by this provision is equal to the physical damage coverage(s) provided on your owned autos. e. Such physical damage coverage for hired autos will: (1) Include loss of use, provided it is the consequence of an accident for which the Named Insured is legally liable, and as a result of which a monetary loss is sustained by the leasing or rental concern. (2) Such coverage as is provided by this provision will be subject to a limit of $750 per accident. E. Airbag Coverage The following is added to Section III, Paragraph B.3.: The accidental discharge of an airbag shall not be considered mechanical breakdown. Form No: CNA63359XX (04-2012) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 11; Page: 2 of 4 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034434075 Policy Effective Date: 10/1/2022 Policy Page: 67 of 305 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Attachment Code: D620980 Certificate ID: 19324224 Business Auto Policy Policy Endorsement F. Electronic Equipment Section III, Paragraphs B.4.c and B.4.d. are deleted and replaced by the following: c. Physical Damage Coverage on a covered auto also applies to loss to any permanently installed electronic equipment including its antennas and other accessories d. A $100 per occurrence deductible applies to the coverage provided by this provision. G. Diminution In Value The following is added to Section III, Paragraph B.6.: Subject to the following, the diminution in value exclusion does not apply to: a. Any covered auto of the private passenger type you lease, hire, rent or borrow, without a driver for a period of 30 days or less, while performing duties related to the conduct of your business; and b. Any covered auto of the private passenger type hired or rented by your employee without a driver for a period of 30 days or less, under a contract in that individual employee's name, with your permission, while performing duties related to the conduct of your business. c. Such coverage as is provided by this provision is limited to a diminution in value loss arising directly out of accidental damage and not as a result of the failure to make repairs; faulty or incomplete maintenance or repairs; or the installation of substandard parts. d. The most we will pay for loss to a covered auto in any one accident is the lesser of: (1) $5,000; or (2) 20% of the auto's actual cash value (ACV). III. Drive Other Car Coverage — Executive Officers The following is added to Sections II and III: 1. Any auto you don't own, hire or borrow is a covered auto for Liability Coverage while being used by, and for Physical Damage Coverage while in the care, custody or control of, any of your "executive officers", except: a. An auto owned by that "executive officer" or a member of that person's household; or b. An auto used by that "executive officer" while working in a business of selling, servicing, repairing or parking autos. Such Liability and/or Physical Damage Coverage as is afforded by this provision. (1) Equal to the greatest of those coverages afforded any covered auto; and (2) Excess over any other collectible insurance. 2. For purposes of this provision, "executive officer" means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document, and, while a resident of the same household, includes that person's spouse. Such "executive officers" are insureds while using a covered auto described in this provision. IV. BUSINESS AUTO CONDITIONS A. Duties In The Event Of Accident, Claim, Suit Or Loss The following is added to Section IV, Paragraph A.2.a.: Form No: CNA63359XX (04-2012) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 11; Page: 3 of 4 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034434075 Policy Effective Date: 10/1/2022 Policy Page: 68 of 305 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. Attachment Code: D620980 Certificate ID: 19324224 Business Auto Policy Policy Endorsement (4) Your employees may know of an accident or loss. This will not mean that you have such knowledge, unless such accident or loss is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. The following is added to Section IV, Paragraph A.2.b.: (6) Your employees may know of documents received concerning a claim or suit. This will not mean that you have such knowledge, unless receipt of such documents is known to you or if you are not an individual, to any of your executive officers or partners or your insurance manager. A. Transfer Of Rights Of Recovery Against Others To Us The following is added to Section IV, Paragraph A.5. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have, because of payments we make for injury or damage, against any person or organization for whom or which you are required by written contract or agreement to obtain this waiver from us. This injury or damage must arise out of your activities under a contract with that person or organization. You must agree to that requirement prior to an accident or loss. B. Concealment, Misrepresentation or Fraud The following is added to Section IV, Paragraph B.2.: Your failure to disclose all hazards existing on the date of inception of this Coverage Form shall not prejudice you with respect to the coverage afforded provided such failure or omission is not intentional. C. Other Insurance The following is added to Section IV, Paragraph B.5.: Regardless of the provisions of Paragraphs 5.a. and 5.d. above, the coverage provided by this policy shall be on a primary non-contributory basis. This provision is applicable only when required by a written contract. That written contract must have been entered into prior to Accident or Loss. D. Policy Period, Coverage Territory Section IV, Paragraph B. 7.(5).(a). is revised to provide: a. 45 days of coverage in lieu of 30 days. V. DEFINITIONS Section V. paragraph C. is deleted and replaced by the following: Bodily injury means bodily injury, sickness or disease sustained by a person, including mental anguish, mental injury or death resulting from any of these. Form No: CNA63359XX (04-2012) Endorsement Effective Date: Endorsement Expiration Date: Endorsement No: 11; Page: 4 of 4 Underwriting Company: Valley Forge Insurance Company, 151 N Franklin St, Chicago, IL 60606 Policy No: 7034434075 Policy Effective Date: 10/1/2022 Policy Page: 69 of 305 © Copyright CNA All Rights Reserved. Includes copyrighted material of the Insurance Services Office, Inc., used with its permission. SECTION 00 6213 PERFORMANCE BOND THE STATE OF TEXAS 00 6213- 1 PERFORMANCE BOND Page 1 of 2 Bond # 1097571 KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, JACKSON CONSTRUCTION. LTD. , known as "Principal" herein and The Hanover Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, one million six hundred eighty-six thousand nine hundred ninety-Sve dollars and 00/100 ($1,686995.00)., lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 11 th day of J a n u a ry , 2023 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as TALON HILL. PHASE IV — COFW Proiect No. 103653 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. C1TY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 006213-2 PERFORMANCE BOND Page 2 of 2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 11 th day of January , 2023 . ATTEST: (Principal) Secretary 0344144---. ncipal ATTEST: (0)4 A (Surety) Secretary MK Cro rM Witness as to Surety / PRINCIPAL: JACKSON CONSTRUCTION, LTD. BYTZ Troy L. Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, Texas 76119 SURETY: BY: The Hanover Insurance Company Signature Jack M Crowley, Attorney in Fact Name and Title Address: 440 Lincoln Street Worcester, MA 01615 Telephone Number: 972 385 9800 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS _ DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 1 n1651 THE STATE OF TEXAS § COUNTY OF TARRANT SECTION 00 6214 PAYMENT BOND Bond #1097571 KNOW ALL BY THESE PRESENTS: 00 6214- 1 PAYMENT BOND Page 1 of 2 That we, JACKSON CONSTRUCTION. LTD. , known as "Principal" herein, and The Hanover Insurance Company , a corporate surety (or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC . authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of one million six hundred eighty-six thousand nine hundred ninetv-five dollars and 00/100 ($1.686.995.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 11 th day of January , 20 23 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as TALON HILL. PHASE IV — COFW Proiect No. 103653 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. C1TY OF FORT WORTH TALON HILL PHASE TV STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS C1TY PROJECT # 103653 Revised January 31, 2012 00 6214- 2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 11 t h day of J a n u a ry 20 23 . ATTEST: _OAA (Principal) Secretary e s as to -Principal PRINCIPAL: JACKSON CONSTRUCTION, LTD. BYT_ �112/ L,/ iM 7 Si ture Troy L. Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, Texas 76119 SURETY: The Hanover Insurance Company ATTEST: BY: )40:) (Surety) Secretary MK Croey Name and Title l7 (r c1 CDC Witness as to as �7 Jack M Crowley, Attorney in Fact Address: 440 Lincoln Street Worcester, MA 01615 Telephone Number: 972-385-9800 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE TV CITY PROJECT # 103653 SECTION 00 6219 MAINTENANCE BOND THE STATE OF TEXAS COUNTY OF TARRANT $ 00 62 18- 1 MAINTENANCE BOND Page 1 of 3 Bond #1097571 KNOW ALL BY THESE PRESENTS: That we JACKSON CONSTRUCTION. LTD. , known as "Principal" herein and The Hanover Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of one million six hundred eighty-six thousand nine hundred ninety-five dollars and 00/100 ($1.686.995.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038 : and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 11 th day of January , 2023 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as TALON HILL. PHASE IV — COFW Proiect No.103653, and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS From Version September 1, 2015 TALON HILL, PHASE IV CITY PROJECT #103653 00 6218- 2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS From Version September 1, 2015 TALON HILL, PHASE IV CITY PROJECT #103653 00 6218- 3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the , 2023 . 11 th day of January PRINCIPAL: JACKSON CONSTRUCTION, LTD. ATTEST: BY: (Principal) Secretary irJ114A:trissastoP& P ATTEST: 7,y, Cr,cL (Surety) Secretary Witness as fo Surety MK Crowle Troy L. Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, Texas 76119 SURETY: The Hanover Insurance Company BY: Signature Jack M Crowley, Attorney in Fact Name and Title Address: 440 Lincoln Street Worcester, MA 01615 Telephone Number: 972'385 9800 *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. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS From Version September 1, 2015 TALON HILL, PHASE IV CITY PROJECT #103653 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANYand MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company") does hereby constitute and appoint, Steven R. Foster, Jack M. Crowley, Laurie Pflug , and Teuta Luri Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawful attorney(s)-in- fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any place within the United States, any and all surety bonds, recognizances, undertakings, or other surety obligations. The execution of such surety bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Thirty Five Million and No/100 ($35,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys -in -fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all otherwritings obligatory in the nature thereof, with power to attach thereto the seal of the Company, Any such writings so executed by such Attorneys -in -fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981 — The Hanover Insurance Company; Adopted April 14, 1982 — Massachusetts Bay Insurance Company; Adopted September 7, 2001 — Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITN ESS WH EREOF, TH E HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANYand CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 10th day of January, 2020. Ti-IE HANOVER INSU- ' • E COMPANY THE HANOVER INSURANCE COMPANY MASSACHUSETTS =, E.1 SURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURA E C • MPANY OF AMERICA CITIZENS INSURANCE COMPANY OF AMERICA Bryan 1 i• WE:- Vice President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER ) ss. iecki. Vice President On this 10ti' day of January, 2020 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Companyand Citizens Insurance Company of America, to me personally known to be the individuals and officers described herein, and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. ate ARLEEN V. SIMONS ty* Notary Public COMMO WEALTH OF MASUCHUSMS : y\� My Commission Expires June 15, 2023 1, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certify that the above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. Ail -Simons, Notary-pubTic My Commission Expires June 15, 2023 GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this day of CERTIFIED COPY THE HANOVER 111.SURANCE cOr Wmlr MAS€ACHUSETTS BAY fNSURANCE COII9PANY NS n4S-VRANCE CcltinpANY OF AMERICA 1- -Carrick A. Htigh,SJ.rce.. r srdent Hanover The Hanover Insurance Company 1440 Lincoln Street, Worcester, MA 01653 Insurance Group® Citizens Insurance Company of America 1645 West Grand River Avenue, Howell, MI 48843 IMPORTANT NOTICE To obtain information or make a complaint: You may call The Hanover Insurance Company/Citizens Insurance Company of America's toll -free telephone number for information or to make a complaint at: 1-800-608-8141 You may also write to The Hanover Insurance Company/ Citizens Insurance Company of America at: 440 Lincoln Street Worcester, MA 01615 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: R O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://wwwtdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the com- pany 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 con- dition of the attached document. Texas Complaint Notice AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de The Hanover Insurance Company/Citizens Insurance Company of America's para informacion o para someter una queja al: 1-800-608-8141 Usted tambien puede escribir a The Hanover Insurance Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concemiente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 181-1457 (5/12 BURNSCO CONSTRUCTION, INC. (WATER, SANITARY SEWER, AND DRAINAGE IMPROVEMENTS) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS From Version September 1, 2015 TALON HILL, PHASE IV CITY PROJECT #103653 00 42 43 DAP - BID PROPOSAL Page 1 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item) I Specification Section Unit of I Bid No. No. Measure Quantity UNIT I: WATER IMPROVEMENTS 1 3305.0109 Trench Safety 33 05 10 LF 6,017 $0.10 $ 601.70 2 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 3.1 $7,740.00 $ 23,994.00 3 3311.0251 8" DIP Water 33 11 10 LF 100 $150.00 $ 15,000.00 4 3311.0261 8" PVC Water Pipe 33 11 12 LF 5,917 $63.50 $ 375,729.50 5 3312.0001 Fire Hydrant 33 12 40 EA 6 $7 400.00 $ 44,400.00 6 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 5 $1,200.00 $ 6,000.00 7 3312.2003 1" Water Service 33 12 10 EA 109 $1,430.00 $ 155,870.00 8 3312.3003 8" Gate Valve 33 12 20 EA 17 I $2,460.00 $ 41,820.00 TOTAL UNIT I: WATER IMPROVEMENTS' $663,415.20 Description CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22. 2019 Unit Price B d Value Burnsco Construction, Inc. TALON HILL PHASE IV CPN 103653 UNIT PRICE BID Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Description Project Item Information 1 3301.0002 Post -CCTV Inspection 2 3301.0101 Manhole Vacuum Testing 3 3305.0109 Trench Safety 4 3305.0113 Trench Water Stoles 5 3305.0202 Inl orted Embed/C5S 6 3331.4115 8" Sewer Pipe 7 3331.3101 4" Sewer Service 8 3339.1001 4' Manhole 9 3339.1002 4' Drop Manhole 10 3339.1003 4' Extra Depth Manhole 11 3339.0001 Epoxy Manhole Liner 12 9999.0001 Connect to Existing System 00 42 43 DAP - BID PROPOSAL Page 2 of 7 Bidder's Application Specification Section Unit of Bid No. Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS Bidder's Proposal Unit Price Bid Value 33 01 31 LF 34 $3.40 $ 11 369.601 33 01 30 EA �10 $120.00 $ 2400.00 I 33 05 10 LF 3,344 $1.00 $ 3,344.00 33 05 10 EA 12 $1.00 $ 12.00 33 05 10 LF 100 $57.00 $ 5,700.00 33 31 20 LF 3,344 $75.00 $ 250,800.00 33 31 50 EA 105 $1 300.00 $ 136 500.00 33 39 10, 33 39 20 EA 17 $4,380.00 $ 74,460.00 33 39 10, 33 39 20 EA 3 $5,350.00 $ 16,050.00 33 39 10, 33 39 20 VF 48 $190.00 $ 9,120.00 33 39 60 VF 59 $384.00 $ 22,656.00 33 31 20 EA 2 $800.00 $ 1,600.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $534,011.601 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22. 2019 Burnsco Construction, Inc. TALON HILL PHASE IV CPN 103653 00 42 43 DAP - BID PROPOSAL Page 3 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application IBidlist Item) No. Description Project Item Information Bidder's Proposal Specification Section Unit of No. Measure Bid Quantity Unit Price Bid Value I UNIT III: DRAINAGE IMPROVEMEN"-S 1 3305.0109 Trench Safety '33 05 10 LF 1,157 $0.50 $ 578.50 2 3341.0205 24" RCP Class III 33 41 10 LF 1,065 $175.00 $ 186 375.00 3 3341.0204 24" HDPE Pipe 33 41 11 LF 92 $156.00 $ 14,352.00 4 3349.5001 10' Curb Inlet 33 49 20 EA 3 $6,300.00 $ 18 900.00 5 3349.5002 15' Curb Inlet 33 49 20 EA 3 $8 500.00 $ 25,500.00 I 6 3349.5003 20' Curb Inlet 33 49 20 EA 3 511,800.00 $ 35:400.00 7 3137.0102 Larp Stone RiQrap, dry 31 37 00 SY 50 $119.00 $ 5�50.00 I I 8 3349.1003 24'' Flared Headwall, 1 pipe 33 49 40 EA 3 $3,500.00 $ 10,500.00 I 9 3349.0001 4' Storm Junction Box 33 49 10 EA 2 $6 600.00 $ 13,200.00 0 9999.0002 Turf 9 SY 111 9999.0003 Con ect tfo oExist nq System 33 41 10 EA 418 $ 06.60 00 $ 15,,298.80 1 00.00 i TOTAL UNIT III: DRAINAGE IMPROVEMENTS $327,554.30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Burnsco Construction, Inc. TALON HILL PHASE IV CPN 103653 00 42 43 DAP - BID PROPOSAL Page 7 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item) I Specification Section No. Description No. Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. UNIT IV: PAVING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS Unit of Bid Measure Quantity Total Construction Bid Unit Price Bid Value $663,415.20 $534,011.60 $327,554.30 $1,679,325.00 $136,925.00 $7,670.00 $3,348,901.10 180 working days after the date when the Jackson Construction, Ltd. 60 Working Days Burnsco Construction, Inc. 90 Working Days C & S Utility Contractors, Inc. 30 Working Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 TALON HII.I. PHASE IV CPN 103653 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 Type" 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 8" Wastewater New Development Open Cut 8" Water New Development Open Cut 7" Concrete Paving Street Lighting Improvements Contractor/Subcontractor Company Name Burnsco Construction Inc. Prequalification Expiration Date 06/30/2023 Jackson Construction, Ltd. 02/28/2023 C & S Utility Contractors, Inc. 03/03/2023 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, TX 76119 BY: Troy L. Jackson TITLE: DATE: 01 /11 /23 Burnsco Construction Inc. BY: 6331 Southwest Blvd. Benbrook, TX 76132 C & S Utility Contractors, Inc. 6705 Highway 287 Arlington, TX 76001 TITLE: DATE: BY: TITLE: DATE: Al�et Girantges END OF SECTION Vice PreSsd' n ure) December 16, 2022 ChL 1s1 /c�)S CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 (Signature) ?'fit s 00 45 12_Prequaliication Statement 2015_DAP.docxform TALON HILL PHASE IV City Project #103653 00 45 26- 1 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103653. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Burnsco Construction, Inc. Company 6331 Southwest Blvd. Address Fort Worth, Texas 76132 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT § By: John Boris (P1e e Print) Signature: Title: President (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Jelnr gw,vh S . known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of BMY O W C.eviSAvut-iioY► lYtL. for the purposes and consideration therein expressed and in the capacity therein stated. GIV N UND R MY HAND AND SEAL OF OFFICE this /, ( day of i P R.6L , 20 — ralud" CESILIA CANALES Notary ID #131652996 - My Commission Expires �+ July 24, 2026 Notary Public in and for the State of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April, 2014 TALON HILL, PHASE IV CITY PROJECT #103653 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 12/16/22 is made by and between the Developer, BYD TALON FP. LLC, authorized to do business in Texas ("Developer"), and BURNSCO CONSTRUCTION. INC. , authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: TALON HILL, PHASE IV (Water. Sanitary Sewer, and Drainage Imarovements) CITY PROJECT #103653 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within 90 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer_Five hundred Dollars ($ 500.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of one million five hundred twentv-four thousand nine hundred eiehty-one dollars and 10/100 ($1.524.981.10). Article 5. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Burnsco By: Developer: ction, Inc. BYD Talon FP, LLC (Signature) John Burns (Printed Name) Title: President Company Name: Burnsco Construction, Inc. Address: 6331 Southwest Blvd. By: (Signature) Shawn Goff (Printed Name) Title: Manager Company Name: BYD Talon FP, LLC Address: 1109 Glade Road City/State/Zip: Fort Worth, Texas 76132 City/State/Zip: Colleyville, TX 76034 r11lb/z2 Date 12/16/22 Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL,. PHASE IV CITY PROJECT # 103653 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE [Assembler: For Contract Document execution, remove this page and replace with standard ACORD Certificate of Insurance form.] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TALON HILL, PHASE IV CITY PROJECT #103653 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Burnsco Construction, Inc. 6331 Southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC7-Z91-473016-032 Endorsement No. Insured: Burnsco Construction, Inc. Premium Insurance Company Liberty Insurance Corporation Countersigned by WC 42 06 01 (Ed. 7-84) Policy Number TB2-Z91-473016-022 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement . We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 90 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Burnsco Construction, Inc. 6331 Southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC7-Z91-473016-032 Endorsement No. Insured: Burnsco Construction, Inc. Premium Insurance Company Liberty Insurance Corporation Countersigned by WC420601 (Ed. 7-84) Policy Number TB2-Z91-473016-022 Issued by Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement . We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 90 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 Bond #022234560 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 6213 PERFORMANCE BOND § § 00 6213 PERFORMANCE BOND Page 1 of 2 KNOW ALL BY THESE PRESENTS: That we, BURNSCO CONSTRUCTION, INC. and Liberty Mutual Insurance Company , known as "Principal" herein , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, one million five hundred twentv-four thousand nine hundred eighty-one dollars and 10/100 ($1,524,981.10), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 1 6th day of December , 2022 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as TALON HILL, PHASE IV — COFW Project No. 103653 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract, according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 62 13 PERFORMANCE BOND Page 2 of 2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day of December , 2022 . ATTEST: PIT (Principal) Secretary Witness as to Principal ATTEST: (Surety) Secretary t%1. ‘&x Witness as to Surety PRINCIPAL• BURNSC 0 CON' TRUCTION, INC. BY: Signature John Burns, President Name and Title Address: 6331 Southwest Blvd. Fort Worth, Texas 76132 SURETY: Liberty Mutual Insurance Company BY: 77[.u7 Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 877-751-2640 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 Bond #022234560 THE STATE OF TEXAS COUNTY OF TARRANT § SECTION 00 6214 PAYMENT BOND KNOW ALL BY THESE PRESENTS: 006214-1 PAYMENT BOND Page 1 of 2 That we, BURNSCO CONSTRUCTION, INC. , known as "Principal" herein, and Liberty Mutual Insurance Company a corporate surety ( or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC , authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of one million five hundred twenty-four thousand nine hundred eighty-one dollars and 10/100 ($1.524.981.10), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 16th day of December , 2022 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as TALON HILL, PHASE IV — COFW Proiect No. 103653 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT # 103653 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day of December 2022 . ATTEST: (Principal) Secretar Oka - Witness as to Principal ATTEST: (Surety) Secretary Witness as to Surety PRINCIPAL: BURNSCOOI TRUCTION, INC. BY: Signature John Burns, President Name and Title Address: 6331 Southwest Blvd. Fort Worth, Texas 76132 SURETY: Liberty Mutual Insurance Company BY: Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 877-751-2640 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 Bond #022234560 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 6219 MAINTENANCE BOND § 00 62 19 MAINTENANCE BOND Page 1 of 3 KNOW ALL BY THESE PRESENTS: That we BURNSCO CONSTRUCTION, INC. , known as "Principal" herein and Liberty Mutual Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of one million five hundred twenty-four thousand nine hundred eighty-one dollars and 10/100 ($1,524,981.10), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038 ; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 16th day of December . 2022 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as TALON HILL, PHASE IV — COFW Proiect No. 103653, and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 62 19 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT # 103653 Revised January 31, 2012 00 62 19 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day of December , 2022 . ATTEST: (Principal) Secrets Witness as to Principal ATTEST: (Surety) Secretary t. Witness as to Surety PRINCIPAL: BURNSCO C STRUCTION, INC. BY: /X USignature John Burns, President Name and Title Address: 6331 Southwest Blvd. Fort Worth, Texas 76132 SURETY: Liberty Mutual Insurance Company BY: jhL,su4 &ri I) Signature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 877-751-2640 *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. END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 Liberty Mutual. SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8205467-022020 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan; Tonie Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April , 2021 . c N State of PENNSYLVANIA SS 2 rn County of MONTGOMERY o E c) On this 23rd dayof April , 2021 before me personally appeared David M. Carey,who acknowledged himself to be the Assistant Secretaryof LibertyMutual Insurance 0 3 Pe Y PP 9 cu Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes ;a • therein contained by signing on behalf of the corporations by himself as a duly authorized officer. o @) • m - IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. cis o� a)O O 4) C tp a) -- rno k6 • This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance 0 •E Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: o ARTICLE IV — OFFICERS: Section 12. Power of Attorney. m Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the . E c President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall o ;= have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such Z instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this artide may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. uiE Commonwealth of Pennsylvania - Notary Seal Teresa Pastella, Notary Public Montgomery County My commission expires March 28, 2025 Commission number 1126044 Member, Pennsylvania Association of Notaries Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company By: David M. Carey, Assistant Secretary By:akvsx) Lta, eresa Pastella, Notary Public IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of By: Renee C. Uewellyn, Assistant Secretary � U _ (0 Cr a= o •m EE Q O Company, Liberty Mutual 3 O M acn o cco mC6 "0 U ca) o(1) LL LMS-12873 LMIC OCIC WAIC Multi Co 02/21 Liberty Mutual SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: or to Usted puede llamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (111-IA) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: http://www.tdi.texas. goy E-mail: ConsumerProtection@a tdi.texas.aov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (111-IA) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.aov DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. NP70680901 LMS-15292 10/15 C & S Utility Contractors, Inc. (STREET LIGHT IMPROVEMENTS) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS From Version September 1, 2015 TALON HILL, PHASE IV CITY PROJECT #103653 UNIT PRICE BID Bidlist Item) No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Description Project Item Information UNIT V: STREET L 1 2605.3015 2" CONDT PVC SCH 80 (T) 2 3441.3301 Rdwv IIlum Foundation TY 1,2, and 4 3 3441.3351 Furnish/Install Rdwav Blum TY 11 Pole 4 3441.1646 Furnish/Install Typkg 33B Arm 5 3441.1410 NO 10 InsulatedIec Condr 3441.3050 Furnish/Install LED Lighting Fixture (70 watt ATBO Cobra Head) 6 Specification Section I Unit of No. Measure GHTING IMPROVEMENTS 26 05 33 L'F 34 41 20 34 41 20 34 41 20 3441 10 34 41 20 EA EA FA LF EA OD 42 43 DAP - BID PROPOSAL Page 5 of 7 Bidder's Application Bid Quantity 2240 25 25 25 6720 25 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form VbS51031 May 22, 2019 Bidder's Proposal Unit Price Bid Value $17.50 $ 39,200.00 $1,100.00 $ 27,500.00 $1898.00 $ 47,450.00 $�00.00 $ 7,500.00 $1.25 $ 8,400.00 $275.00 $ 6,875.00 $136,925.00! C & S Utility Contractors, Inc, TALON HILL PHASE IV CPN 103.653 00 42 43 DAP - DID PROPOSAL Page 7 of7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Bidlist Items Specification Section No I Description Na Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. UNIT IV: PAVING IMPROVEMENTS UNIT VI: STREET SIGNS IMPROVEMENTS UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS Unit of Measure Bid Quantity Total Construction Bidl Unit Price Bid Value $663,415.20 $534,011.60 $327,554.30 $1,679,325.00 $136.925.00 $7,670.00 $3,348,901.10 180 worldng days after the date when the Jackson Construction, Ltd. Burnsco Construction, Inc. C & S Utility Contractors, Inc. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Foam Version May 22, 2019 60 Working Days 90 Working Days 30 Working Days TALON HILL PHASE1V CPN 103653 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 Type" 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 8" Wastewater New Development Open Cut 8" Water New Development Open Cut 7" Concrete Paving Street Lighting Improvements Contractor/Subcontractor Company Name Burnsco Construction Inc. Prequalification Expiration Date 06/30/2023 Jackson Construction, Ltd. 02/28/2023 C & S Utility Contractors, Inc. 03/03/2023 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. 5112 Sun Valley Drive Fort Worth, TX 76119 BY: Troy L. Jackson TITLE: DATE: 01 /11 /23 Burnsco Construction Inc. BY: 6331 Southwest Blvd. Benbrook, TX 76132 C & S Utility Contractors, Inc. 6705 Highway 287 Arlington, TX 76001 TITLE: DATE: BY: TITLE: DATE: Al�et Girantges END OF SECTION Vice PreSsd' n ure) December 16, 2022 ChL 1s1 /c�)S CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 (Signature) ?'fit s 00 45 12_Prequaliication Statement 2015_DAP.docxform TALON HILL PHASE IV City Project #103653 00 45 26- 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103653. Contractor further certifies that, pursuant to Texas Labor Code. Section 406A96(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: C & S Utility Contractors. Inc_ By: Charles Saviors Company (Please Prj it) 6705 Highway 287 Signature: Address Arlington. TX 76001 Title:. President City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT § (Please Print) BEFO ME, the undersigned authority, on this day personally appeared hlhu£S ¶ 4 Jth5 , known to me to be the person whose name is subscribed to the fore oin' instrument, and acknowledged to me that he/she executed the same as the act and deed of eclhtivc.-l-ers, rei' • for the purposes and consideration therein expressed and in the capacity thereih stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this f (Q'4 day of 17 CC 1ml'3cr4..r . 20 e Notary Pud for the State of Texas END OF SECTION Noilberlardbraildludlirserdirolbwiliraholame BLAKE MENAPACE Notary ID #130991676 My Commission Expires ov February 2, 2025 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April, 2014 TALON HILL, PHASE w CITY PROJECT #103653 005243-1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 12/16/22 is made by and between the Developer, _ BYD TALON FP, LLC, authorized to do business in Texas ("Developer"), and _C&S UTILITY CONTRACTORS, INC., authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: TALON HILL. PHASE IV (Street Li>:ht Improvements) CITY PROJECT #103653 Article 3. CONTRACT TIME 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 3.2 Final Acceptance. The Work will be complete for Final Acceptance within0 working days after the date when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 3.3 Liquidated damages Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Five hundred Dollars ($ 500.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-2 Developer Awarded Project Agreement Page 2 of 4 Article 4. CONTRACT PRICE Developer agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount in current funds of one hundred thirty-six thousand nine hundred, twenty-five dollars and 00/100 ($136.925.001. Article S. CONTRACT DOCUMENTS 5.1 CONTENTS: A.The Contract Documents which comprise the entire agreement between Developer and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/or SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Supplementary Conditions. 5. Specifications specifically made a part of the Contract Documents by attachment or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-3 Developer Awarded Project Agreement Page 3 of 4 Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused. in whole or in nart, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sou ht were caused, in whole or in part, by any act. omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. 7.2 Assignment of Contract. This Agreement, including all of the Contract Documents may not be assigned by the Contractor without the advanced express written consent of the Developer. 7.3 Successors and Assigns. Developer and Contractor each binds itself, its partners, successors, assigns and Iegal representatives to the other party hereto, in respect to all covenants, agreements and obligations contained in the Contract Documents. 7.4 Severability. Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon DEVELOPER and CONTRACTOR. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL, PHASE IV CITY PROJECT # 103653 005243-4 Developer Awarded Project Agreement Page 4 of 4 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: C & S Utility Contractors, Inc. BYD Talon FP, LLC By: By: (Signature) -(Signature) Charles Saylors (Printed Name) Title: President Company Name: C & S Utility Contractors, Inc. Address: 6705 Highway 287 Shawn Goff (Printed Name) Title: Manager Company Name: BYD Talon FP, LLC Address: 1109 Glade Road City/StatelZip: Arlington, TX 76001 City/State/Zip: Colleyville, TX 76034 ILIt412Z- Date 12/16/22 Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised June 16, 2016 TALON HILL PHASE IV CrrY PROJECT # 103653 00 6125 - 1 CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICA'1'L OF INSURANCE [Assembler: For Contract Document execution, remove this page and replace with standard ACORD Certificate of Insurance form.] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 TALON HILL, PHASE IV CITY PROJECT #103653 006125-1 PROJECT RECORD DOCUMENTSERFORMANCE BOND Page 1 of 3 SECTION 00 6213 PERFORMANCE BOND # 4459499 THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, C & S UTILITY CONTRACTORS, INC. herein and SureTec Insurance Company , known as "Principal" , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC. authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of one hundred thirty-six thousand nine hundred twenty-five dollars and 00/100 ($136,925.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the l6thday of December , 20 27, which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories defined by law, in the prosecution of the Work, including any Change Orders, as provided for in said Contract designated as TALON HILL, PHASE IV — COFW Project No. 103653 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the Work, including Change Orders, under the Contract. according to the plans, specifications, and contract documents therein referred to, and as well during any period of extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 KENDAAEII*JW the Notary Public, State of Texas Notary ID#: 12027473-8 My Commission Expires 01-22-2O25 006125-2 PROJECT RECORD DOCUMENTSERFORMANCE BOND Page 2 of 3 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northem District of Texas, Fort Worth Division. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day of December , 2022 . PRINCIPAL: C & S UTILITY CONTRACTORS, INC. ATTEST: - BY: ( etary Witness as to Principal Signature Charles Saylors, President Name and Title Address: 6705 Highway 287 Arlington, TX 76001 SURETY: Sure Tec Insuranc Company ATTEST: BY: r;, c (Surety) Secretary Witness as to Surety Signature Lawrence M Wesson Jr - Attorney in Fact Name and Title Address: 13760 Noel Road. Suite 600 Dallas, TX 75240 Telephone Number: 972.387.3000 *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 dress is differentfrom its mailing address, both must be provided. and shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON 1-IHLL PHASE IV Cr1'Y PROJECT # 103653 THE STATE OF TEXAS § COUNTY OF TARRANT 006125-1 PROJECT RECORD DOCUMENTS SECTION 00 62 14 PAYMENT BOND #4459499 KNOW ALL BY THESE PRESENTS: Page 1 of 2 That we, C & S UTILITY CONTRACTORS. INC. , known as "Principal" herein, and SureTec Insurance Company a corporate surety (or sureties if more than one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP, LLC , authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum one hundred thirty-six thousand nine hundred twenty-five dollars and 00/100 ($136,925.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents: WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 16th day of December , 2022 , which Contract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined by law, in the prosecution of the Work as provided for in said Contract and designated as TALON HILL, PHASE IV — COFW Project No. 103653 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statute. CITY OF FORT WORTH TALON HILL. PHASE IV STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CITY PROJECT # 103653 Revised January 31, 2012 006125-2 PROJECT RECORD DOCUMENTS Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 'J6th day of December 2022 . ATTEST: (Principal) S Witness as to Principal ATTEST: <._.---(-5{urety) Secretary 4-' fl Ali ./{),k9L, itik Itness as to Surely PRINCIPAL: C & S UTILITY CONTRACTORS, INC. BY: -'- — Signature Charles Saylors, President Name and Title Address: 6705 Highway 287 Arlington, TX 76001 SURETY: Sure Tec Insurance_ Company Signature ! Lawrence M Wesson Jr - Attorney in Fact Name and Title BY: Address: 13760 Noel Road, Suite 600 Dallas, TX 75240 Telephone Number: 972.387.3000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 0KENDALL ROWS , Notary Put *c, State of Texas Notary IOC 12927473-B My Commission Expires 01-22-2025 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 006125-1 PROJECT RECORD DOCUMENTS Page 1 of 3 SECTION 00 6219 MAINTENANCE BOND #4459499 THE STATE OF TEXAS KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we C & S UTILITY CONTRACTORS, INC. herein and SureTec Insurance Company , known as "Principal" , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, BYD TALON FP. LLC, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of one hundred thirty-six thousand nine hundred twenty-five dollars and 00/100 ($136,925.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA Number 22-0038 : and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 16th day of December , 2022 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as TALON HILL, PHASE IV — COFW Proiect No. 103653, and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 006125-2 PROJECT RECORD DOCUMENTS Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON WLI. PHASE IV CITY PROJECT # 103653 006125-3 PROJECT RECORD DOCUMENTS Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th ,2022 ATTEST: (Prin 'pa retary Witness as to Principal day of December PRINCIPAL: C & S UTILITY CONTRACTORS, INC. BY: Signature Charles Saylors, President Name and Title Address: 6705 Highway 287 Arlington, TX 76001 SURETY: Sure Tec Insurance. .ompanv ATTEST: BY: (Surety) Secretary fitness as to Surety Signdture Lawrence M Wesson Jr - Attorney in Fact Name and Title Address: 13760 Noel Road, Suite 600 Dallas, TX 75240 Telephone Number: 972.387.3000 *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. KENDALIEIEof th. Notary Public, State of Texas Notary ID#:12927473-8 My Commission Expires 01-22-2025 bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 TALON HILL PHASE IV CITY PROJECT# 103653 POA #: 422106D SureTec Insurance Company LIMITED POWER OF ATTORNEY Know All Alen hy These Presents, That SURETEC INSURANCE COMPANY (the "Company"), a c o rpo rat ion duly organized and existing under the laws of the State of Texas, and having its principalofficein Houston, Harris County, Texas, cloe s by these presents make, constitute andappoint Frank Swingle, Warren Gravely, Jr., Ed Veale, Matthew B. Elmore, Kirk D. Dreyer, John M. Huff, Stacey Healy, DeAnna Hansford Crombie, Lynsie DeCet, Lawrence Wesson, Jr., Katie Hunt, Crystal Carlson its true and lawful Attorney -in -fact, with fullpower and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and a[lbonds, recogoizances,undertakings or other instruments or contracts of suretyship to include waivers to the conditions of contracts and consents of surety for, providing the bondpenalty does not exceed Five Million and 00/100 Dollars ($5,000,000.00) and to bindthe Company thereby a s fully and to the same extent as if such bond were signed by the President, sealed with the corporate seal of the Company and duly attested by its Secretary, hereby ra tifying and confirming a 11 that the said Attomey-in-Fact in ay do in the premises. Said appointment is m a de under andby authority of the following resolution s of the Board o f Directors of the SureTec Insurance Company: Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall he and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and o n behalf of the Company subject to the following provisions: Attorney -in -Fact may be given full power and authority for and in the name of and of behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney o r any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. (Adopted a1 a meeting held on 20th of April, 1999.) In Witness Whereof, SURETEC INSURANCE COMPANY has caused these presents to be signedby its President, and its corporate seal to be hereto affixed this 6th day of July , A.D. 2022 . State of Texas County of Harris ss: SURETEC INSURANCE COMPANY By: fri.., Michael C. Keimig, Presiden On this 6th day of July , A.D. 2022 before me personally came Michael C. Keimig, to me known, who, being by me duly sworn, did depose and say, that he resides in Houston, Texas, that he is President of SURETEC INSURANCE COMPANY, the company described in and which exec a ted the above instrument; that he knows the seal of said Company; that the seat affixed to said instrument is such corporate seal; that it was s o affixed by order of the Board of Directors of said Company; and that he signed his name thereto by like order. _i;Y:' e..•: XENIA RIVAS Notary Public State of Texas Commission # 129117659 Commission Expires 9/10/24 Xenia , Notary Public My commission expires September I 0, 2024 I, M. Brent Beaty, Assistant Secretary of SURETEC INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy ofa Power of Attorney, executed by said Company, which is still in full force and effect; and furthermore, the resolutions of the Board ofDirecto rs, set out in the Power of Attorney are in full force and effect. Given under my hand and the seal of said Company at Houston, Texas this Cfo day of f Y( 02 2 , A.D. M. Bi /(4/1 ..1. 1 7 rentBeaty, Assistant Secretary Any instrument issued in excess of the penalty stated above is totally void and without any validity. 4221060 For verification of the authority of this power you may call (713) 812.0800 any business daybetween 8:30 am and 5:00 pm CST. SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Limitation on Bond Penalty Increase Notwithstanding any provision in the bonds orsubcontract to the contrary, the penal sum of this Bond shall automatically be adjusted to reflect the additive or deductive amounts of all change orders issued to the Subcontract; provided, however, that Obligee shall notify Su rety if an individual ch ange order increases the Subcontract Price by more than 10%, and, if at any point the aggregate amount of all change orders increases the Subcontract Price by more than 35% of the Subcontract Price, the Surety's consent shall be required to increase the penal sum of this Bond in excess of 35°/0 of the Su bcontract Price, such consent not to be unreasonably with held. The failure to provide the requ i red notice shall not release Surety from its obligations to the extent of the bond penalty in force prior the change that required such notice. Texas Rider010106 1 SureTec Insurance Company THIS BOND RIDER CONTAINS IMPORTANT COVERAGE INFORMATION Statutory Complaint Notice/Filing of Claims To obtain information or make a complaint: You may call the Surety's toll free telephone number for information or to make a complaint or file a claim at: 1-866-732-0099. You may also write to the Surety at: SureTec Insurance Company 9737 Great Hills Trail, Suite 320 Austin, Tx 78759 You may contact the Texas Department of Insurance to obtain information on companies, coverage, rights or complaints at 1-800-252- 3439. You may write the Texas Department of Insurance at: PO Box 149104 Austin, TX 78714-9104 Fax#: 512-490-1007 Web: htto:/1www.tdi.state.tx.us Email: ConsumerProtection@tdi.texas.gov PREMIUM OR CLAIMS DISPUTES: Should you have a dispute concerning your premium or about a claim, you should contact the Surety first. If the dispute is not resolved, you may contact the Texas Department of Insurance. Texas Rider06042015 1 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1— Definitions and Terminology 1 1.1 Defined Terms 1 1.2 Terminology 5 Article 2 — Preliminary Matters 6 2.1 Before Starting Construction 6 2.2 Preconstruction Conference 6 2.3 Public Meeting 6 Article 3 — Contract Documents and Amending 6 3.1 Reference Standards 6 3.2 Amending and Supplementing Contract Documents 6 Article 4 — Bonds and Insurance 7 4.1 Licensed Sureties and Insurers 7 4.2 Performance, Payment, and Maintenance Bonds 7 4.3 Certificates of Insurance 7 4.4 Contractor's Insurance 9 4.5 Acceptance of Bonds and Insurance; Option to Replace 12 Article 5 — Contractor's Responsibilities 12 5.1 Supervision and Superintendent 12 5.2 Labor; Working Hours 13 5.3 Services, Materials, and Equipment 13 5.4 Project Schedule 14 5.5 Substitutes and "Or -Equals" 14 5.6 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) 16 5.7 Concerning Subcontractors, Suppliers, and Others 16 5.8 Wage Rates 18 5.9 Patent Fees and Royalties 19 5.10 Laws and Regulations 19 5.11 Use of Site and Other Areas 19 5.12 Record Documents 20 5.13 Safety and Protection 21 5.14 Safety Representative 21 5.15 Hazard Communication Programs 22 5.16 Submittals 22 5.17 Contractor's General Warranty and Guarantee 23 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 5.18 Indemnification 24 5.19 Delegation of Professional Design Services 24 5.20 Right to Audit- 25 5.21 Nondiscrimination. 25 Article 6 — Other Work at the Site 26 6.01 Related Work at Site 26 Article 7 — City's Responsibilities. 26 7.1 Inspections, Tests, and Approvals 26 7.2 Limitations on City's Responsibilities 26 7.3 Compliance with Safety Program 27 Article 8 — City's Observation Status During Construction 27 8.1 City's Project Representative 27 8.2 Authorized Variations in Work 27 8.3 Rejecting Defective Work 27 8.4 Determinations for Work Performed 28 Article 9 — Changes in the Work 28 9.1 Authorized Changes in the Work 28 9.2 Notification to Surety 28 Article 10 — Change of Contract Price; Change of Contract Time 28 10.1 Change of Contract Price 28 10.2 Change of Contract Time 28 10.3 Delays 28 Article 11— Tests and Inspections; Correction, Removal or Acceptance of Defective Work 29 11.1 Notice of Defects 29 11.2 Access to Work 29 11.3 Tests and Inspections 29 11.4 Uncovering Work 30 11.5 City May Stop the Work 30 11.6 Correction or Removal of Defective Work 30 11.7 Correction Period 30 11.8 City May Correct Defective Work 31 Article 12 — Completion 32 12.1 Contractor's Warranty of Title 32 12.2 Partial Utilization 32 12.3 Final Inspection 32 12.4 Final Acceptance 33 Article 13 — Suspension of Work 33 13.01 City May Suspend Work 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 Article 14 — Miscellaneous 34 14.1 Giving Notice 34 14.2 Computation of Times 34 14.3 Cumulative Remedies 34 14.4 Survival of Obligations 35 14.5 Headings 35 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10-1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.1 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) --A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right -of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form (If required by City) k. General Conditions 1. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, stonn water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.2 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 - PRELIMINARY MATTERS 2.1 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.2 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.3 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 - CONTRACT DOCUMENTS AND AMENDING 3.1 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.2 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.1 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.2 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.3 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.4 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverages. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: NONE Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.5 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 - CONTRACTOR'S RESPONSIBILITIES 5.1 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.2 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.3 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.4 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.5 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor' s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.6 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.7 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 0073 10-17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.8 Wage Rates O Required for this Contract. © Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310-19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.9 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOIJGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOIJGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE (ITY.. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.1 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.2 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.3 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.1 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.2 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.3 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.4 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.1 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.2 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.1 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.2 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.3 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.1 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.2 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.3 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.4 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.5 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.6 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.7 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 007310-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.8 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.1 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.2 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.3 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.4 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.1 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.2 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.3 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 00 7310- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.4 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.5 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 TALON HILL PHASE IV CITY PROJECT # 103653 013119-1 PRECONSTRUCTION MEETING SECTION 0131 19 PRECONSTRUCTION MEETING PART 1— GENERALPREV Page 1 of 3 1.1 SUMMARY 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. 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 e. Other City representatives CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 TALON HILL PHASE IV CITY PROJECT # 103653 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements, or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 TALON HILL PHASE IV CITY PROJECT # 103653 013119-3 PRECONSTRUCTION MEETING 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 3 of 3 TALON HILL PHASE IV CITY PROJECT # 103653 013300-1 DAP SUBMITTALS SECTION 0133 00 DAP SUBMITTALS PART 1 - GENERAL Page 1 of 8 1.1 SUMMARY 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 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 V2 inches x 11 inches to 81/ inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 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 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 6) Product photographs 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 — PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August 30, 2013 013300-1 DAP SUBMITTALS SECTION 0133 00 DAP SUBMITTALS PART 1 - GENERAL Page 1 of 8 1.1 SUMMARY 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 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 V2 inches x 11 inches to 81/ inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 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 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 6) Product photographs 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 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 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 — PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART 1 - GENERAL 1.1 SUMMARY Page 1 of 7 A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k Employee Parking 1. (Coordination with North Central Texas Council of Governments Clean Construction Specification [remove if not required]) 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 33 12 25 — Connection to Existing Water Mains 1.2 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction Specification 1.3 ADMINISTRATIVE REQUIREMENTS A. Coordination with the Texas Department of Transportation 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 31 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. H. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. I. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. J. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. K. Employee Parking 1. Provide parking for employees at locations approved by the City. L. { Coordination with North Central Texas Council of Governments (NCTCOG) Clean Construction Specification [if required for the project] 1. Comply with equipment, operational, reporting and enforcement requirements set forth in NCTCOG' s Clean Construction Specification. } CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.6 CLOSEOUT SUBMITTALS [NOT USED] 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.8 QUALITY ASSURANCE [NOT USED] 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.10 FIELD [SITE] CONDITIONS [NOT USED] 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.3.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 6 of 7 NOTICE OF CONSTRUCTION THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 013513-7 DAP SPECIAL PROJECT PROCEDURES Date: EXHIBIT B FORT WORTH DOE KO. XXXX Project I1ame: 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CITY PROJECT #103653 Revised August, 30, 2013 014523-1 DAP TESTING AND INSPECTION SERVICES SECTION 0145 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL Page 1 of 2 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 City's document management system, or another form of distribution approved by the City. 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 TALON HILL PHASE IV CITY PROJECT # 103653 014523-2 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 TALON HILL PHASE IV CITY PROJECT # 103653 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL Page 1 of 4 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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. 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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 Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL Page 1 of 3 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 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 B. 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW#103653 Revised July 1, 2011 015713-2 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 Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) 'TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW#103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW#103653 Revised July 1, 2011 016000-1 DAP PRODUCT REQUIREMENTS Page 1 of 2 SECTION 0160 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 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. 1.2 1.3 1.4 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 PRICE AND PAYMENT PROCEDURES [NOT USED] REFERENCES [NOT USED] ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httns://aons.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] CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 016000-2 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 Removed reference to Buzzsaw and noted that the City approved products list is 03/20/2020 D.V. Magana accessible through the City's website. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 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 CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 017123-4 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 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 PART 2 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.lft 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 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 3' 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 TALON HILL PHASE IV COFW #103653 017423-1 DAP CLEANING Page 1 of 4 SECTION 0174 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017423-2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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. 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY 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 1. 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PAT 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 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 TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA SECTION 0178 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: 81 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017823-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017823-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.3 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 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". CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS COFW #103653 Revised April 7, 2014 APPENDIX GC-4.02 Subsurface and Physical Conditions Geotechnical Report (Report No. SEG #121-7019 by Syntec Engineering Group) GR-01 60 00 Product Requirements CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #103653 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #103653 INTERIM GEOTECHNICAL INVESTIGATION TALON HILL PHASE IV N. PRENTISS ST. & MANTLE RIDGE DRIVE FORT WORTH, TEXAS PROJECT NO. 121-7019 Report to: GRAHAM HART HOME BUILDERS COLLEYVILLE, TEXAS OCTOBER 2021 SYNTEC ENGINEERING GROUP EXCELLENCE IN ENGINEERING October 18, 2021 Graham Hart Home Builder 1105 Glade Road Suite 100 Colleyville, Texas 76034 Attention: Mr. Douglas A Skomer RE: Interim GEOTECHNICAL INVESTIGATION Talon Hill Phase IV N. Prentiss St. & Mantle Ridge Drive Fort Worth, TEXAS SEG # 121-7019 Dear Mr. Skomer: This report presents the results of the interim geotechnical investigation performed at the above - referenced project site located in Fort Worth, Texas. The purpose of this study was to determine the subsurface conditions and develop interim design recommendations for the geotechnical aspects of this project. Our engineering analysis and recommendations as well as investigations are presented in this report. We appreciate the opportunity to be of assistance on this p if you have questions or if we can be of further service. Syntec Engineering Group, Inc. Firm Registration No. F8610 Ralph B. Mansour, P.E. the results of the field and laboratory roject. Please feel free to contact us pr: a RALPH B. MANSOUR 80641 :� 4F •FCI STEt"�, B�Sa' ALL 10/18/2021 12801 N. STEMMONS FREEWAY # 805, FARMERS BRANCH, TEXAS 75234 • OFc: (214)329-1777 • FAX: (214)329-1778 Report No. 121-7019 CONTENTS Page 1.0 INTRODUCTION 1 2.0 FIELD INVESTIGATION 3.0 LABORATORY TESTING 2 4.0 GENERAL SITE CONDITIONS 4.1 Site Description 3 4.2 Subsurface Conditions 3 4.3 Groundwater 4 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Potential Vertical Soil Movements 4 5.2 Slab -On -Grade Foundation Design Criteria 6 6.0 CONTROLLED EARTHFILL PLACEMENT RECOMMENDATIONS 6.1 Site Grading and Drainage 7 6.2 Site Preparation 8 6.3 Clearing and Evaluating Areas to be Filled 8 6.4 Preparing the Subgrade of the Areas to be Filled 9 6.5 Fill Materials 9 6.6 Mixing of Fill Lifts and Benching 9 6.7 Rock Fragments 10 6.8 Compaction Moisture Content 10 6.9 Degree of Compaction 10 6.10 Compaction Equipment 11 6.11 Field Density Tests 11 6.12 Construction Observations 11 6.13 Erosion Control During Construction 11 7.0 ADDITIONAL DESIGN CONSIDERATION 12 8.0 SURFACE PAVING AREAS 10.1 General 13 9.0 SUMMARY OF THE IN -SITU SOIL AND ROCK PROPERTIES 15 10.0 CLOSURE 20 ILLUSTRATIONS Plate Plan of Borings 1 Boring Logs 2hrough 7 Key to Terms and Symbols used on Boring Logs 8 Report No. 121-7019 INTERIM GEOTECHNICAL INVESTIGATION TALON HILL PHASE IV N. PRENTISS ST. & MANTLE RIDGE DRIVE FORT WORTH, TEXAS SEG # 121-7019 1.0 INTRODUCTION SEG in the process of finalizing a geotechnical investigation for the aforementioned site. However, due to accessibility issues, we have been able to access only six bore holes. The final geotechnical investigation will be submitted as soon as the site is cleared up and the date become available. The project as currently planned consist of developing a 32-acres site into a residential subdivision to be constructed at the intersection of N. Prentiss Street and the extension of Mantle Ridge Drive (currently under construction) in Fort Worth, Texas. The purpose of this study is to determine the general subsurface conditions at the site by drilling test borings and evaluating the borings with respect to foundation concept and design. Also included is an evaluation of the site with respect to potential construction problems and recommendations dealing with the earthwork quality control testing during construction. Structural information is not available at this time, but the structural loads are expected to be light (on the order of 1 to 2 kips per linear foot for exterior and interior wall loads) for the single- family homes. Additionally, the site topography is relatively steep and considerable cuts and fills will be required to establish the finished subgrade elevations of the residential building pads. In addition to the residential structures, roads ranging from moderately traveled collectors to lightly traveled residential streets will be constructed. 2.0. SUBSURFACE EXPLORATION SEG planned to advance thirty- one (31) test borings. However, due to accessibility issues, only six test borings (6) were drilled and sampled to explore the subsurface conditions at the referenced site, to date. The borings were drilled on September 30, 2021. The borings were advanced to a depth of 20 feet or at least 5 feet into rock at the approximate locations shown on the Plan of Borings, Plate 1 included in this report Appendix. -1- Report No. 121-7019 Undisturbed cohesive soil samples were obtained using a 3-inch diameter thin -walled tube sampler pushed into the soil. The undrained compressive strength of cohesive soils was estimated in the field using a calibrated pocket penetrometer. All soil samples were extruded from the samplers in the field, visually classified, and placed in appropriate containers to prevent loss of moisture or disturbance during transfer to the laboratory. Texas Highway Department Cone Penetration Tests were performed in the field to examine the resistance of the rock -like materials to penetration. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for Texas Department of Highways and Public Transportation strength correlation. Depending on the resistance of the materials, either the number of blows of the hammer required for 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log included in this report. Records of Subsurface Exploration of the test borings, showing visual descriptions of subsurface materials encountered are included in the Appendix. In addition, sampling information, pertinent field data, field observations and test results are also included in the Appendix. Samples will be retained for 30 days from the date of this report, after which time they will be discarded unless client requests otherwise. 3.0. LABORATORY TESTING The laboratory -testing program was directed toward the determination of the physical and engineering classification and evaluation of the physical conditions of the soils encountered. The soil samples were inspected by a geotechnical engineer and classified in accordance with the Unified Soil Classification System (ASTM D 2487-93), and the boring logs were edited as necessary. Natural moisture content tests (ASTM D-2216), unit weight and unconfined compressive strength determination (ASTM D 2166), and Atterberg Limit tests (ASTM D-4318) were performed on selected samples to aid in classifying the subsurface materials and to determine the material's engineering characteristics. Results of all laboratory tests described above are provided on the boring logs included within this Appendix. The subsurface materials present in the borings were described in the field by our drillers. Later these descriptions were modified by an experienced engineer in accordance with the results of -2- Report No. 121-7019 the laboratory tests and after observing the samples in the laboratory. All recovered soil samples were examined and classified in general accordance with the ASTM and Unified Soil Classification System procedures. Classification of the soils and finalized material descriptions are shown on the boring logs. 4.0. GENERAL SITE CONDITIONS 4.1 Site Description The site is located east of N. Prentiss Road and Mantle Ridge Drive (under construction intersection in Fort Worth, Texas. The site has a rolling hilly terrain. At the time of our subsurface exploration, the site was heavily wooded. We observed erosion signs near steeply sloping areas. Review of the topographical survey plans indicate that the terrain varies by about 70 to 85 feet in elevation difference from the south/southwest towards the north/northeast. 4.2 Subsurface Conditions Details concerning the subsurface materials and conditions encountered are shown on the boring log. The stratification lines shown on the boring log represent approximate locations of changes between soil types; in -situ, the transition between materials may be gradual. Generally, subsurface materials within the 20-ft maximum depths explored can be summarized in the following table: Table 1: Soil Stratigraphy Stratum Description First Encountered (ft) Bottom of Stratum (ft) I I SILTY CLAY (CL/CH), brown to light brown and tan, 0 1-16 calcareous clay seams and limestone seams and layers LIMESTONE, tan, with calcareous clay seams and occasional gray limestone seams and layers III SHALE, dark gray, with gray limestone seams 6-7 1. Encountered to the termination depths of Borings B-4, B-6, B-11, and B-29. 2. Encountered at the locations of Borings B-16 and B-23. 1-16 6-15 and 202 152 The subsurface materials encountered in each of our borings are described in the attached borings logs. The stratification boundaries shown on the boring logs represent the approximate locations of the changes in the soil and rock types; in situ, the transition between material types may be gradual and indistinct. -3- Report No. 121-7019 4.3 Groundwater All borings were advanced using auger -drilling methods in order to observe groundwater seepage levels during and upon the completion of drilling operations. At the time of the field investigation, groundwater seepage was not encountered in any of the test borings. Because groundwater was not recorded in all the borings, we believe that the true groundwater table is located below the bottom of the borings. It is our opinion that there are localized zones of temporary perched subsurface water that accumulate within voids or within the soils atop less permeable soils or rock. Future construction activities may alter the surface and subsurface drainage characteristics of this site. Therefore, the depth to groundwater may be verified just prior to construction. If there is a noticeable change from the conditions reported herein, this office should be notified immediately to review the effect it may have on the design recommendations. It is not possible to accurately predict the magnitude of subsurface water fluctuations that might occur based upon short-term observations. 5.0 ANALYSIS AND RECOMMENDATIONS 5.1 Potential Vertical Soil Movements As stated previously, significant cuts and fills will be required to establish the finished pad elevations. Based on the grading plan, the following amounts of cuts and fills were generated for the borings drilled: Table 2: Depth to Rock Boring No. Amount of cuts (-) or fills (+) in feet Depth to rock (ft) B-4 -5 6 B-6 -11 0 B-11 -2 3 B-16 2 3 B-23 +1 2 B-29 -2 14 -4- Report No. 121-7019 Potential Vertical Movement calculations were performed using the Texas Department of Transportation (TxDOT) Method 124-E in conjunction with the results of the Free Swell tests performed on selected samples. The TxDOT method is empirical and is based on the Liquid and Plastic Limits and Moisture Content of the subsurface soils. The maximum potential vertical movements calculated using the aforementioned methods and the effective Plasticity Indices are as follows: Table 3. Estimated Potential Vertical Rise by Borings Boring Nos. Potential Vertical Rise (inches) B-4 B-6, B-11, B-16 and B-23 B-29 2 to 2-1/2 1 to 2 4 1/2 to 5+ Typically, the stiffened slab foundations are designed to accommodate the shrink/swell movements without experiencing damage to the homes by allowing the slab to move as a unit. The slab foundation is designed to tolerate the estimated potential vertical movements and is sufficiently reinforced to limit the differential vertical movement such that the dry walls and wood framing do not experience structural distress. The results of the swell tests performed indicate similar potential for vertical movement. However, it should be noted that the amount of swell is dependent on the moisture condition of the soil sample at the time it is sampled and tested. The higher the initial moisture content, the lower the potential swell and vice -versa. Considerable more movement will occur if water is allowed to pond next to or under the new residences during or after construction. The PVR can be reduced by removing the dark gray clays and replacing them with the tan clays or by moisture -conditioning and recompacting them. These variations are due to the thickness of the active soil zone, the depth to rock, the plasticity of the soils, the in -situ moisture content, density of the soils, the overburden pressures which will include the fill or cut required to develop design grade. The higher the plasticity, the thicker the active soil zone, the deeper to the top of rock and the lower the confining pressure and moisture content, the greater the swell potential. Therefore, -5- Report No. 121-7019 additional studies with closely -spaced borings are required to accurately characterize the site. 5.2 Slab -On -Grade Foundation Design Criteria Due to the high shrink/swell potential of the soils at the project site, we recommend supporting the residences on a structurally designed stiffened slab -on -grade type foundation. The slab foundation system may be a grid -type grade beam and slab reinforced with post -tensioned tendons or conventional rebar. The foundation should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system to sustain the vertical soil movements estimated and presented in Tables 2 and 3. A net allowable soil bearing pressure of 1,500 to 2,000 pounds per square foot may be used for design of all grade beams bearing in natural soils. A net allowable bearing pressure of 3,000 psf may be used for the design of grade beams bearing in exposed rock. Grade beams should be designed by the structural engineer to sustain the movements expected at the site. They should be founded within existing soils or recompacted and tested fill. The bottom of the beams should be free of any loose or soft material prior to the placement of the concrete. All grade beams and floor slabs should be adequately reinforced to minimize cracking as normal movements occur in the foundation soils. In addition, a moisture barrier of polyethylene sheeting or similar material should be placed between the slab and the subgrade soils to retard moisture migration through the slab. It should be understood that a soil -supported foundation system could experience movement with time, particularly at this site because of the highly expansive clays. If the aforementioned moisture -induced soil movements cannot be tolerated, consideration could be given to using a pier -type foundation system with a suspended floor system where the structure is isolated from the underlying soils or modifying the subgrade soil to reduce the anticipated vertical movements. -6- Report No. 121-7019 6.0 CONTROLLED EARTHFILL PLACEMENT RECOMMENDATIONS 6.1 Site Grading and Drainage Site grading operations, where required, should be performed in accordance with the recommendations provided in this report. The site grading plans should include provisions for positive drainage around the perimeters of all slab foundations, structures, and pavements. Preferably, the final site grade around slab perimeter should slope downward away from the slab for a distance of 10 feet on a slope not flatter than 20 horizontal to 1 vertical (20H:1V) and not steeper than 5 horizontal to 1 vertical (5H:1V). Inadequate drainage around soil supported slabs and pavements can result in excessive vertical differential movements after construction is completed. Earth slopes subjected to concentrated runoff flows should be adequately protected with a vegetated cover, riprap, special synthetic fabric, or by other means to minimize the potential for soil loss due to erosion. Slopes subjected to wave action should be protected by riprap. In general, final grades should not be steeper than 4 horizontal to 1 vertical (4H:1V) for either fill or cut slopes taller than 4 feet. Slopes steeper than 4H:1V may experience shallow translational slope failures if the soils become desiccated. If slopes steeper than 4H:1V are required, then site -specific studies as well as measures reducing the desiccation of the soils will be required. Such measures would include irrigation, vegetation, and the use of polyethylene sheeting. The guidelines presented in Figure No. 29-1 of the 1991 Unified Building Code (UBC) should be used in determining the minimum distances that should be maintained between the slope and the foundations. Structural retaining walls should be designed by the Structural Engineer to resist anticipated earth and surcharge loads. Provision should be included for positive drainage of the backfill and slopes in the vicinity of the walls, consistent with the design assumptions. Additional geotechnical information for design and construction of structural retaining walls can be provided on request. -7- Report No. 121-7019 6.2 Site Preparation Preparation of the site for construction operations should include the removal and proper disposal of all obstructions and materials which would hinder preparation of the site for construction. These obstructions should include all abandoned structures, foundations, debris, water wells, septic tanks, and loose, soft, or otherwise unsuitable materials. The existing water wells need to be removed and capped only if structures or roads are to be constructed in these areas. 6.3 Clearing and Evaluating Areas to be Filled In areas to be filled, all trees, stumps, brush, abandoned structures, roots, topsoil, vegetation, sediments, large rock fragments, rubbish, and any other undesirable or deleterious matter should be properly removed and disposed of. All topsoil, roots, and other vegetation should be stripped to a depth of 6 inches. The topsoil could be selectively stockpiled and reused in landscaped areas. Brush and trees could be shredded and placed in areas not supporting residences or structures. Otherwise, they could be burnt in burn piles. Although soft soil was not observed in our borings, it is possible that soft soils could be encountered in localized areas between the borings or during wet weather conditions. Consequently, if soft soils are encountered or suspected during the site preparation operations, they should be evaluated by proofrolling the suspected areas with a rubber -tired, heavy construction vehicle weighing at least 25 tons, such as a loaded scraper. The proofrolling should consist of several overlapping passes in mutually perpendicular directions over a given area. If rutting and/or pumping is not observed, the evaluated subgrade could be considered competent to support additional fill. If rutting and/or pumping is observed, the soil should be undercut to a depth where further rutting or pumping is not observed. Then, the exposed and evaluated surface should be prepared in accordance with the recommendations presented in the following section. If severe pumping occurs, the compaction efforts should be halted and evaluated by the geotechnical engineer. It is the intent of these recommendations to evaluate the subgrade for soft soils and provide a loose surface with no features that would tend to prevent uniform compaction by the equipment to be used. -8- Report No. 121-7019 The trees that are scheduled for removal could be removed during the site grading operations. They should be excavated to below their rootball level or below their visible root level. The exposed soils in the overexcavation should be scarified, moisture - conditioned, and compacted. Then, additional moist fill could be placed under controlled conditions to develop design grades. Recommendations for these procedures are presented in the next several sections. 6.4 Preparing the Subgrade of the Areas to be Filled All areas to be filled should be disced, bladed, or scarified until uniform and free from large rock fragments, clods, and deleterious or unsuitable materials. The discing, blading, or scarifying operations should be performed to a depth of about 6 inches. For clays, the soil should be dried or moisture added to achieve a moisture content between the optimum moisture content and 5 percentage points above optimum (0 to +5 percent) and compacted to between 95 and 100 percent of optimum density in accordance with ASTM D 698. For sands, the soil moisture content should be adjusted to within 3 percentage points of optimum (-3 to +3 percent) and similarly compacted. 6.5 Fill Materials All soils used for controlled fill should be free of roots, vegetation, other deleterious or undesirable matter, and rocks fragments larger than 6 inches in diameter. On -site soils meeting the aforementioned criteria could be used for fill. Soils imported from off -site for use as fill should be approved by the Geotechnical Engineer. Pulverized tan and gray limestone gravel that meets the aforementioned criteria and the criteria in the Rock Fragments section also could be used as fill. Pulverized limestone gravel containing about 15 to 20 percent fines will increase its workability. 6.6 Mixing of Fill Lifts and Benching The fill material should be placed in level, uniform lifts, with each lift compacted to the minimum dry density within the compaction soil moisture ranges recommended herein. Each lift should be thoroughly mixed during placement and spreading to help insure the uniformity of the layer. The loose lift thickness should not exceed 8 to 9 inches. Light compaction equipment such as walk behind rollers, jumping jacks, etc., is used to compact backfill placed immediately behind retaining walls or around grade beams constructed in -9- Report No. 121-7019 trenches. The light compaction equipment reduces the likelihood of overstressing the structural elements and causing retaining walls to rotate, etc. Should light compaction equipment be used, the thickness of the loose lift should be adjusted so that the compaction equipment could adequately compact the newly placed lift without performing excessive passes. In areas where new fill is placed over sloping ground (steeper than 5 horizontal to 1 vertical (5H:1V)), it is recommended that the new fill be "tied in" to the underlying soils with deep benches (3 to 10-foot horizontal bench dimension, depending on the steepness of the slope) so that the new fill can be placed and compacted in level lifts. Additionally, the fill should be uniformly compacted on each bench to avoid leaving soft or loose zones which could affect the stability of the final fill slopes. 6.7 Rock Fragments There should be no rock fragments incorporated within the fill which exceed six (6) inches in size, and no rock fragments larger than 4 inches permitted within 2 inches of the finished subgrade. Larger rock fragments can cause the formation of nested voids, which would lead to greater than expected subsidence when the overlying finer -sized soils migrate into these voids with percolating or subsurface water. Excavated rock materials or rock fragments to be placed as controlled fill should be completely broken down and placed as soil fill with no nested voids left in place. 6.8 Compaction Moisture Content Prior to and in conjunction with the compacting operations, each fill lift should be brought to the proper moisture content. The moisture content at the time of compaction should be between the optimum moisture content (ASTM D 698) and 5 percentage points of optimum (0 to +5 percent) for clays and within 3 percentage points of optimum (-3 to +3 percent) for sands and select fill. 6.9 Degree of Compaction After each layer has been properly placed, mixed and spread, it should be uniformly compacted to between 95 and 100 percent of Standard Proctor Density as determined by - 10 - Report No. 121-7019 ASTM D 698. Typically, engineered fill is expected to settle by about 1 to 2% of the fill thickness. 6.10 Compaction Equipment The selected compaction equipment should be of appropriate type and weight for the soil to be compacted. The equipment should be capable of compacting the soil to the specified degree of compaction (as measured with field density tests) uniformly for the full depth of each lift. Additionally, the compaction of each lift shall be continuous over its entire area. 6.11 Field Density Tests Field density tests should be performed on each fill lift by the Geotechnical Engineer or his representative to help confirm that an adequate degree of compaction is achieved. These tests should be taken in the compacted material below the disturbed surface. At a minimum, each lift of compacted fill should be tested at a frequency of one test per 2 lots or every 5,000 square feet. Each lift of compacted backfill placed in utility line trenches should be tested at the rate of one test per 75 to 100 feet. If the compacted materials fail to meet the density specified, the lift should be reworked and recompacted as necessary to obtain the specified compaction. 6.12 Construction Observations The Geotechnical Engineer or a qualified technician under the geotechnical engineer's direct supervision should observe the earthwork construction at periodic intervals with adequate frequency or on a full-time basis to enable him to provide a professional opinion that all subgrade preparation, fill placement, and related work were completed in accordance with the project specifications. 6.13 Erosion Control During Construction Granular and clayey soils become eroded at runoff velocities of 2 to 3 and 4 to 5 feet per second, respectively. Therefore, all exposed earthwork construction areas and earth slopes should be adequately protected against soil runoff using erosion control, embankment stabilization, slope control measures, and pollution prevention measures as - 11 - Report No. 121-7019 required by the Civil Engineer and by applicable regulations. If the surface runoff velocities cannot be reduced, the exposed soils need to be vegetated or reinforced against erosion. 7.0 ADDITIONAL DESIGN CONSIDERATION The following information has been assimilated after examination of numerous projects constructed in similar soils throughout the area. If these features are incorporated in the overall design of the project, the performance of the structure should be improved. 1) Any structural floor system must have the underlying exposed soils graded to drain to a collection point where the water is channeled away from the structure. We further recommend that any step-down, below grade walls, etc., be provided with suitable dewatering devices to reduce accumulated water. 2) Roof drainage should fall on a well compacted and adequately graded clay cover/cap that will allow the runoff to rapidly flow away from the residences. 3) Sidewalks should not be structurally connected to the building. They should be sloped away from the building so that water will drain away from the structure. 4) The general ground surface should be sloped away from the residences on all sides so that water will always drain away from the structure. Water should not be allowed to pond near the building after the slab has been placed. 5) Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from the foundation and ditches or swales provided to carry off the runoff water both during and after construction are necessary. 6) Backfill for utility lines or along the perimeter beams should consist of on -site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. Where the utility lines - 12 - Report No. 121-7019 pass through the parking lot, the top six (6) inches should be compacted similarly to the remainder of the lot. It is also recommended that the utility ditches and any areas with over -excavated existing fill (as recommended in this report) be visually inspected during the excavation and fill removal process to ensure that undesirable fill that was not detected by the test borings does not exist at the site. This office should be notified immediately if any such fill is detected. 8.0 SURFACE PAVING AREAS 8.1 General The pavement thickness depends on numerous factors. Some of these factors include the traffic type, the traffic loads, the traffic frequency, the saturated subgrade strength, the subgrade drainage characteristics, the pavement type, the pavement components, the quality of the pavement components, the desired design life, the desired pavement quality, the desired maintenance level, the pavement cost, etc. Typically, the traffic consists of light automobiles, pickup trucks, panel vans, buses, construction vehicles, trash haulers and dumpsters, and 18-wheel trucks that can be partially or fully -loaded to a 80-kip capacity. All the different traffic types are converted into equivalent 18-kip single axle loads (ESAL) and the thickness of the pavements becomes a function of the ESAL applications. The following pavement sections are used in Denton County. Concrete Pavement 6 inches Portland Cement Concrete 6 inches Lime Treated Subgrade Hot Mix Asahaltic Concrete Pavement 3 inches Hot Mix Asphaltic Concrete 6 inches Crushed Limestone Gravel Base Material 6 inches Lime Treated Subgrade The following minimum pavement sections are recommended for design use within the property. Each row of Table 5 presents an alternate pavement section. - 13 - Report No. 121-7019 Table 4. Recommended Minimum Pavement Sections Thickness of Pavement Components, n. Crushed Limestone ESAL HMAC HMAC Base Pavement Type Repetitions Concrete Type D Type B Material Alleys and Residential 5,000 5 - - Driveways 6 2 Lane Residential 38,000 7 Minor Arterial 150,000 Lime Treated Subgrade 0 - - 6 2 4 - 6 3 7 6 - - 6 2 6 - 6 3 10 6 3 10 6 Note: A minimum concrete thickness of 7 inches should be used in truck and trash dumpster turning areas. We do not recommend using asphalt pavements in these areas. The subgrade beneath alleys and residential driveways should be scarified to a depth of 6 inches, its moisture adjusted to between 0 and +5 percentage points of its optimum moisture content (ASTM D 698) and compacted to a minimum of 95 percent of its maximum dry density. The subgrade soils should be lime stabilized to a depth of six inches and compacted to a minimum of 95 percent of the maximum Standard Proctor dry density (ASTM D 698) at a moisture content within 2 percentage points of optimum. We estimate that the subgrade soils may be stabilized with 7% lime (32 pounds per square yard for a 6-inch thick stabilized layer). Lime stabilization should be in accordance with Item 260 of the Texas Department of Transportation Standard Specifications for Construction of Highways, Streets and Bridges (1993). The actual percentage of lime should be confirmed by laboratory tests at the time of construction. On -site soils can be used as fill to raise site grade provided that undesirable objects are removed. The fill should be placed in 8-inch loose lifts and compacted to between 95 to 100 percent of the maximum Standard Proctor dry density at moisture contents described previously. The above pavement recommendations are based on assumed loading conditions and commonly accepted design procedures that should provide satisfactory performance with relatively low maintenance for a design life of 15 to 20 years for the assumed traffic loadings. Thinner pavement sections could be used if greater maintenance costs and shorter pavement life is acceptable, or if our assumed loading conditions are too severe. - 14 - Report No. 121-7019 We will be happy to review these pavement thicknesses if design traffic volume and characteristics can be specified to us. Design of the concrete pavements should specify a minimum 28-day concrete compressive strength of 3500 psi with 4 percent to 6 percent entrained air. Hand -placed concrete should have a maximum slump of five inches. The concrete should be placed within one and one-half hours of batching. During hot weather, the concrete placement should follow ACI 311 Hot Weather concreting. In no case should concrete temperature exceed 95°F. Consideration should be given to limiting concrete placement to the time of day that will minimize large differences in the ambient and concrete temperature. Use of superplasticizer should be considered to improve the concrete workability without increasing water cement ratio. 9.0 SUMMARY OF THE IN -SITU SOIL AND ROCK PROPERTIES We have attempted to summarize the properties of the subsurface materials that we encountered into a table (Table 5) that may assist the other designers. This table is fairly general and the readers are urged to read the text in the relevant sections to gain a deeper understanding of the material properties and behavior. - 15 - Report No. 121-7019 Criteria Materials Table 5. Summary of In -Situ Soil and Rock Properties Residual Clays • Dark gray, brown, light gray and yellow -brown, yellow -brown • Highly Expansive Tan Calcareous Clays • Tan • Classified as CL/CH • Weathered • Moderate shrink swell potential • Classified as CH • Slight susceptibility soils to rebound upon cut • Susceptible to rebound upon cut • Lime induced heaving potential Bearing Capacity • Adequate for light buildings Shrink -Swell • Use reinforced slab - on -grade foundations • Allowable bearing capacity ranges from 1,200 to 2,000 psf • Design considering expansive soils • High • PVR = 1 to51/2" Suitability as Fill • Could be used as • Adequate for light buildings • Use reinforced slab - on -grade foundations • Allowable bearing capacity ranges from 1,200 to 2,000 psf • Design considering expansive soils • Moderate • PVR = 1 to 21/2" • Should be placed Tan Limestone Gray Limestone • Tan • Gray • Unweathered • Sedimentary Rock • Sedimentary Rock • Consistency varies • Moderately hard to between a hard soil hard and a moderately hard rock • Porous and may have voids • Swell potential similar to the tan clays • Adequate for light buildings • Could use for deep foundations if the rock is cored to determine the presence or absence of faults and voids • Slight • Should be - 17 - • Adequate for Heavy Structures • Allowable bearing capacity ranges from 30 to 60 ksf • Negligible • Should be Dark Gray Shale • Dark gray • Unweathered • Sedimentary Rock • Moderately hard to hard • Adequate for Heavy Structures • Allowable bearing capacity ranges from 20 to 35 ksf • Negligible • High if allowed to desiccate • Should be Report No. 121-7019 Criteria Permeability Erodability Corrosivity Residual Clays long as it is placed considerably wet of optimum Tan Calcareous Clays slightly wet of optimum ■ 10-' to 10-9 cm/sec ■ 10-6 to 10-' cm/sec ■ Could be used as a pond liner ■ At surface runoff velocities greater than 4 to 5 ft/sec ■ High ■ At surface runoff velocities greater than 4 to 5 ft/sec ■ High ■ 500 to 2,000 omh- ■ 500 to 2,000 omh- cm cm Tan Limestone pulverized to fragment sizes less than 4" ■ Should be placed wet of optimum ■ Moderate horizontal flow through porous rock ■ Low potential ■ Slow disintegration upon exposure to atmospheric conditions ■ Low - 18 - Gray Limestone pulverized to fragment sizes less than 4" ■ Should be placed wet of optimum ■ Low potential ■ Slow disintegration upon exposure to atmospheric conditions ■ Low Dark Gray Shale pulverized to fragment sizes less than 4" ■ Should be placed wet of optimum ■ 10-7 to 10-9 cm/sec ■ In pulverized form could be used as a pond liner ■ Low potential ■ Rapid disintegration upon exposure to atmospheric conditions ■ Low Report No. 121-7019 Criteria Residual Clays Slope Stability • 4H:1V long-term slopes Roadways Excavations ■ Slopes of 4H:1V or steeper need to be evaluated on a site specific basis • Affected by slickensides and desiccation cracks • Must be protected against erosion and drying • Slopes of 2H:1 V to 1 H:1 V for short duration temporary excavations are normally acceptable ■ Should be lime treated • Check for lime - induced heaving ■ Rippable Tan Calcareous Clays • 4H:1V long-term slopes • Slopes of 4H:1V or steeper need to be evaluated on a site specific basis • Affected by slickensides and desiccation cracks • Must be protected against erosion and drying • Slopes of 2H:1V to 1 H:1 V for short duration temporary excavations are normally acceptable ■ Should be lime treated • Check for lime - induced heaving ■ Rippable Tan Limestone • 4H:1V long-term slopes ■ Slopes of 4H:1V or steeper need to be evaluated on a site specific basis • Affected by slickensides and desiccation cracks • Must be protected against erosion and drying • Slopes of 2H:1V to 1 H:1 V for short duration temporary excavations are normally acceptable ■ Should incorporate some drainage to prevent pumping ■ Rippable • Need heavy duty excavation equipment equipped with rock ripping teeth (Komatsu 400 or equivalent) - 19 - Gray Limestone • Short-term vertical cuts acceptable • Should be protected against drying ■ Should incorporate some drainage to prevent pumping ■ Rippable • Need heavy duty excavation equipment equipped with rock ripping teeth (Komatsu 400 or equivalent) Dark Gray Shale • Short-term vertical cuts acceptable ■ Should be protect against drying ■ Should incorporate some drainage to prevent pumping ■ Rippable • Need heavy duty excavation equipment equipped with rock ripping teeth (Komatsu 400 or equivalent) Report No. 121-7019 10.0 CLOSURE Soil and moisture conditions may vary between boring locations. Statements in this report as to subsurface variation over given areas are intended only as estimations from the data obtained at specific boring locations. The professional services that form the basis for this interim report has been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical engineers practicing in the same locality. No other warranty, expressed or implied, is made as to the professional advice set forth. The results, conclusions, and interim recommendations contained in this report are directed at, and intended to be utilized within the scope of work contained in this report and for interim design purposes only. This report is not intended to be used for any other purposes. Additional studies are required to develop detailed design recommendations. Syntec Engineering Group, Inc., makes no claim or representation concerning any activity or condition falling outside the specified purposes to which this report is directed, said purposes being specifically limited to the scope of work as defined in said agreement. Inquiries as to said scope of work or concerning any activity or condition not specifically contained therein should be directed to Syntec for a determination and, if necessary, further investigation. - 20 - Report No. 121-7019 ILLUSTRATIONS Boring and laboratory data presented were developed solely for the preparation of this report. We are not responsible for interpretation or use of these data for purposes beyond the stated scope of this report. Subsurface conditions different than those found at our boring location may be present as a result of, among other factors, soil moisture variations, fill placement, and naturally occurring variations in soil properties and elevation of the top of the rock. WCIMTY MAP N.T.S. ON itth I i i q>�b I 1 I I I I iI s i i i v II i !I,+J °%' W (0, i Ab & 4. r• ) O O)]1'.1ISYM ! e HOA LOT15 AMENITY CENTER a 1 i E 6 I - I i wry RR los , 446 I N 'n I 443' oq�It I ..LL,4� 6, /s I s� I P. +M tjr 9 I 4,ISM 0.1 4). Orr )•)'O ). 04. "OPC') 40') !. '00 co •'81 )trt& In+. •0r C 5000 0. RIO N CO 's ON D8a col SYNTEC ENGINEERING GROUP INC. FARMERS BRANCH, TX, 75234 PHONE 210-32.177 FAX EMAIL reInn4 vN�eeegInee,Inc>eom PROJECT TALON HILL PHASE IV ADDRESS: N. RENTISS ST. R. Mantle Ridge Dr. FORT WORTH, TEXAS OWNER: GRAHAM HART HOME BUILDERS ADDRESS: 1105 GLADE RD # 100 COLLEYVILLE, TEXAS REVISIONS : MITI 10/1212021 COPYRIGHT 0000 SYNTECH LOG REPORT - SYNTECH ENGINEERING.GDT - 10/16/21 11:28 - C:\PROGRAM FILES \GINT\PROJECTS \121-7019.GPJ LOG OF EXPLORATORY BORING Job Number: 121-7019 Boring No.: B-4 Project: Talon Hill Phase V Boring Location: See Plan of Borings Address: N. Prentiss St. & Mantle Ridge Dr., Fort Worth, TX Date Started: 9/30/21 Date Completed: 9/30/21 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed 15 11 Bag Sample ■ Shelby Tube Texas Cone SOIL DESCRIPTION Water Level ATD Static Water Table SILTY CLAY/CLAY (CL/CH), dark brown to brown and tan, alternating LIMESTONE, tan, hard, weathered, with clay seams Bottom of Boring @ 15 feet Syntech Engineering, Ine PAGE 1 OF 1 w C C: '6 o 0 - V o N C N U 7 in x . m p Q 2 3. N 2 O i J J J 0_ t co .E 0 0 4 5 T=3.25" 5 12 T=4.25" 11 T=0.75" 8 O Figure-5 SYNTECH LOG REPORT - SYNTECH ENGINEERING.GDT - 10/16/21 11:29 - C:\PROGRAM FILES \GINT\PROJECTS \121-7019.GPJ LOG OF EXPLORATORY BORING Job Number: 121-7019 Boring No.: B-6 Project: Talon Hill Phase V Boring Location: See Plan of Borings Address: N. Prentiss St. & Mantle Ridge Dr., Fort Worth, TX Date Started: 9/30/21 Date Completed: 9/30/21 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed PAGE 1 OF 1 Water Level ° ° 11 Bag Sample ■ Shelby Tube L Texas Cone ATD w ° ,2 c J >. 3o c (Dc co wo s° 5 H Static Water a)- ( aci 0 5 Y .N Y° tti x a°i a Table H .c .o Cr .E g .E as , 0 = 2 o Q _1 _1 0 co co SOIL DESCRIPTION Z I-- a H '/j 5 //, r 15 J t SILTY CLAY/CLAY (CUM, dark brown to brown and tan, alternating LIMESTONE, tan, hard, weathered, with clay seams Bottom of Boring @ 15 feet Syntech Engineering, Ine 12 6 T=2.5" 7 8 T=4.0" 11 T=1.25" 8 .--, Figure-7 SYNTECH LOG REPORT - SYNTECH ENGINEERING.GDT - 10/16/21 11:29 - C:\PROGRAM FILES \GINT\PROJECTS \121-7019.GPJ LOG OF EXPLORATORY BORING Job Number: 121-7019 Boring No.: B-11 Project: Talon Hill Phase V Boring Location: See Plan of Borings Address: N. Prentiss St. & Mantle Ridge Dr., Fort Worth, TX Date Started: 9/30/21 Date Completed: 9/30/21 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed a) 0_J H L U N a)I-L C E o C7 co 15 11 Bag Sample ■ Shelby Tube Texas Cone SOIL DESCRIPTION Water Level ATD Static Water Table SILTY CLAY (CH), brown, hard, with tan limestone seams LIMESTONE, tan, hard, weathered, with clay seams Bottom of Boring @ 15 feet Syntech Engineering, Ine co w 0 n (0 . o OO d) EL " co 0 ZHd H PAGE 1 OF 1 , '6 o U o o N N U 7 U) — x m 0-2 ,o• N 0 P=4.5 18 P=4.5 26 99 62 24 38 2 P=4.0 27 10 T=1.0" 7 T=0.75" 7 Figure-12 SYNTECH LOG REPORT - SYNTECH ENGINEERING.GDT - 10/16/21 11:29 - C:\PROGRAM FILES \GINT\PROJECTS \121-7019.GPJ LOG OF EXPLORATORY BORING Job Number: 121-7019 Boring No.: B-16 Project: Talon Hill Phase V Boring Location: See Plan of Borings Address: N. Prentiss St. & Mantle Ridge Dr., Fort Worth, TX Date Started: 9/30/21 Date Completed: 9/30/21 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed m n T H m Q E f6 10, 15 11 Bag Sample ■ Shelby Tube Texas Cone SOIL DESCRIPTION SILTY CLAY (CL), tan, hard, with limestone seams LIMESTONE, tannish gray, with limestone seams. SHALE dark gray, with limestone seams Bottom of Boring @ 15 feet Water Level ATD Static Water Table Syntech Engineering, Inc co w 0 n (0 . o OO N 4 0_ o_ " co 0 Z H d H PAGE 1 OF 1 N C N o 7 Ul - x 2 0�Jc CO 0_.E 0 P=4.0 10 7 36 16 20 T=1.75" 9 12 T=4.0" 12 T=2.0" 13 Figure-17 SYNTECH LOG REPORT - SYNTECH ENGINEERING.GDT - 10/16/21 11:29 - C:\PROGRAM FILES \GINT\PROJECTS \121-7019.GPJ LOG OF EXPLORATORY BORING Job Number: 121-7019 Boring No.: B-23 Project: Talon Hill Phase V Boring Location: See Plan of Borings Address: N. Prentiss St. & Mantle Ridge Dr., Fort Worth, TX Date Started: 9/30/21 Date Completed: 9/30/21 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed 5 10 15 11 Bag Sample ■ Shelby Tube Texas Cone SOIL DESCRIPTION SILTY CLAY / CLAY (CL/CH), brown, hard LIMESTONE, tan, hard, weathered, with clay seams SHALE dark gray, with limestone seams Bottom of Boring @ 15 feet Water Level ATD Static Water Table Syntech Engineering, Inc PAGE 1 OF 1 w C C: '6 o 0 . V o N C N U 7 Ul to. x 2 O i J-J iE �J D_.E 0 0 P=4.0 14 50 20 30 7 T=3.0" 11 16 T=4.0" 14 T=2.0" 13 Figure-33 SYNTECH LOG REPORT - SYNTECH ENGINEERING.GDT - 10/16/21 11:29 - C:\PROGRAM FILES \GINT\PROJECTS \121-7019.GPJ LOG OF EXPLORATORY BORING Job Number: 121-7019 Boring No.: B-29 Project: Talon Hill Phase V Boring Location: See Plan of Borings Address: N. Prentiss St. & Mantle Ridge Dr., Fort Worth, TX Date Started: 9/30/21 Date Completed: 9/30/21 Drill Type: Intermittent Sampling Groundwater: ATD: --- Static: --- Ground Elev.: Not Surveyed — 20 11 Bag Sample ■ Shelby Tube Texas Cone SOIL DESCRIPTION CLAY/SILTY CLAY (CH►, brown, hard, with shale seams LIMESTONE, tan, hard, weathered, with clay seams Bottom of Boring @ 20 feet PAGE 1 OF 1 Water Level ATD SON cum— — w o Static Water _o — o- �, a) .N x c o at ci o_ a— co = o a) Table 0- o 2 0 i J J ET_ co E coo= 0 0 Z H o_ IL Syntech Engineering, Ine P=4.5 14 P=4.5 61 18 43 17 P=4.5 19 109 2 P=4.5 20 106 71 28 43 P=4.0 20 T=2.5 13 3 Figure-30 KEY TO SOIL SYMBOLS AND CLASSIFICATIONS The abbreviations commonly used on each "Record of Subsurface Exploration", as seen on the figures and in the text of the report, are as follows: SOIL DESCRIPTION V. SOIL PROPERTY SYMBOLS (a) Cohesionless Soils N: Standard Penetration Resistance: Number of blows by a 140 lb Relative Density N. BLOWS/FT hammer dropped 30 in, required Very Loose 0 to 4 to drive a 2 in OD split spoon Loose 5 to 10 sampler 1 ft Compact 11 to 30 Qu: Unconfined Compressive Dense 31 to 50 Strength, TSF Very Dense Over 50 Qp: Pocket Penetrometer Unconfined Compressive Strength, TSF (b) Cohesive Soils Dd: Natural Dry Unit Weight, PCF A : Apparent Groundwater Level at Consistency Qu, TSF Time Noted Mc: Moisture or Water Content, % Very Soft Less than 0.25 LL: Liquid Limit Soft 0.25 to 0.50 PL: Plastic Limit Firm 0.50 to 1.00 PI: Plasticity Index Stiff 1.00 to 2.00 LI: Liquidity Index (Mc-PL/PI) Very Stiff 2.00 to 4.00 e: Void Ratio Hard Over 4.00 Gs: Specific Gravity of Solid Particles II. PLASTICITY k: Coefficient of Permeability is Hydraulic Gradient Degree of Plasticity q: Rate of Discharge Plasticity Index h: Hydraulic Gradient TSF: Tons per Square Foot None to Slight 0 - 4 PSF: Pounds per Square Foot Slight 5 - 10 KSF: Kips per Square Foot Medium 11- 30 PCF: Pounds per Cubic Foot High to Very High Over 30 VI. DRILLING/EXCAVATING AND III. RELATIVE PROPORTIONS SAMPLING SYMBOLS Descriptive Term Percent AR: Air Rotary CFA: Continuous Flight Auger Trace 1- 10 HSA: Hollow Stem Auger Little 11- 20 RW: Rotary Wash Some 21 - 35 BH: Backhoe And 36 - 50 AU: Auger Sample BS: Bag Sample IV. PARTICLE SIZE IDENTIFICATION RC: Rock Core SS: Split -Spoon, 1-3/8 in ID, 2 in OD, Boulders: 8 in diameter or more Except as Noted Cobbles : 3 in to 8 in diameter TUBE: Shelby Tube, 3 in OD, Except as Gravel : Coarse - 3/4 in to 3 in Noted : Fine - 5.0 mm to 3/4 in WS: Wash Sample Sand : Coarse - 2.0 mm to 5.0 mm OD: Outside Diameter : Medium - 0.4 mm to 2.0 mm ID: Inside Diameter : Fine - 0.07 mm to 0.4 mm TxC: Texas Department of Transportation Cone Silt : - 0.002 mm to 0.07 mm Penetrometer Test Clay : - less than 0.002 mm RQD: Rock Quality Designation CR: Core Recovery, % NOTE: SOILS ARE CLASSIFIED IN GENERAL ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM Syntec Engineering Group, Inc. Figure 9 GC-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH TALON HILL PHASE IV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS COFW #103653 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer i e lar er than 15 inch diameter shall be a roved for use b the Water De artment on a ro'ect s. ecific basis. S. ecial beddin • ma be re aired for some • pproval Spec No. Classsification Manufacturer Nlodcl No. National Spec es. Size b. !Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 NEW 07/23/97 I 04/26/00 I 04/26/00 I 1/26/99 I 5/13/05 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Urethane Hydrophilic Waterstop Offset Joint for 4' Diam, MH Profile Gasket for 4' Diam. MH. HDPE Manhole Adiustment Rings Manhole External Wrap Asahi Kogvo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladtech Inc Canusa - CPS Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adiustment Ring WrapidSeal Manhole Encapsulation System ASTM D2240/D412/D792 ASTM C-443/C-361 Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 08/30/06 33 39 13 33 39 13 Fiberglass Manhole Fiberglass Manhole Fluid Containment, Inc. L.F. Manufacturing Flowtite SS MH Traffic and Non -traffic area ASTM 3753 Non -traffic area Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectanaular 33-05-13 (Rev 2/3/16 33 05 13 !Manhole Frames and Covers I Weslem Iron Works. Bass & Hays Foundry 1001 24"x40" WD !Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16 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 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 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 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 k 33 05 13 34 05 13 30" Dia. MH Ring and Cover 30" Dia. MH Ring and Cover Weslem Iron Works, Bass & Hays Foundry McKinley Iron Works Inc. Neenah Foundry Neenah Foundry Neenah Foundry Neenah Foundry Sigma Corporation Sigma Corporation Pont-A-Mousson Neenah Casting Powerseal Saint-Gobain Pipelines (Pamrex/rexus) East Jordan Iron Works Sigma Corporation Star Pipe Products Accucast East Jordan Iron Works SIP Industries Composite Access Products, L P Trumbull Manufacturing 30024 A 24 AM R-1272 R- 165-LM (Hinged) NF 1274 R-1743-LM (Binged) MH-144N MH-143N GTS-STD Hinged Ductile Iron Manhole RE32-R8FS V1432-2 and V1483 Designs MH1651FWN & MH16502 MH32FTWSS-DC 220700 Heavy Duty with Gasket Ring 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket 2280 (32") CAP-ONE-30-FTW, Composite, w/ Lock w/o fling 32"(30") Frame and Cover 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 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. 03/08/00 04/20/01 !Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 1 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 Pont-A-Mousson Neenah Casting Western Iron Works,Bass & Hays Foundry McKinley Iron Works Inc Accucast (SIP)Serampore Industries Private Ltd. Water & Sewer - Manholes & Bases/Precast Concrete Rev 1/8/13 * 33 39 10 * 33 39 10 09/23/96 33 39 10 05/08/18 33 39 10 10/27/06 33 39 10 06/09/10 33 39 10 09/06/19 33 39 20 10/07/21 32 39 20 10/07/21 33 39 20 10/07/21 33 39 20 Manhole, Precast Concrete Manhole, Precast Concrete Manhole, Precast Concrete Manhole, Precast Concrete Manhole, Precast Concrete Manhole, Precast (Reinforced Polvmer)Concrete Manhole, Precast Concrete Manhole, Precast Concrete Manhole, Precast (Reinforced Polymer) Concrete Manhole, Precast (Hybrid) Polymer & PVC Hydro Conduit Corp Wall Concrete Pipe Co. hip. Concrete Product Inc The Turner Company Oldcasde Precast Inc. US Composite Pipe Forterra Pipe and Precast Forterra Pipe and Precast Armorock Predl Systems 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" ID Manhole w/32" Cone 48" & 60" I D. Manhole w/32" Cone 48" & 60" I D. Manhole w/32" Cone 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 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 48" 48" 48" w/32" cone 48" Diam w 24" Ring 48" to 72" 60" & 72" 48" 48" & 60" 48" & 60" Non Traffic Areas Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious * E I-14 Manhole Rehab Systems 04/23/01 El-14 Manhole Rehab Systems E1-14 Manhole Rehab Systems 4/20/01 E1-14 Manhole Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) 08/30/06 General Concrete Repair Qradex Standard Cement Materials, Inc AP/M Permaform Strong Company Poly -triplex Technologies FlexKrete Technologies Rohner MSP Strong Seal MS2A Rehab System MH repair product to stop infiltration Vinyl Polyester Repair Product ASTM D5813 Misc Use !Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious I. 05/20/96 12/14/01 01/31/06 8/28/2006 08/30/06 El-14 Manhole Rehab Systems E1-14 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) Sprayroa, Sun Coast ERTECH Chesterton Warren Environmental Citadel Sherwin Williams Spray Wall Polyurethane Coating Series 20230 and 2100 (Asphatic Emulsion) Arc 791, S1HB, S1, S2 S-301 and M-301 SLS-30 Solids Eppa' RR&C Dampproofing Non-1'ibered Spray Grade (Asphatic Emulsion) ASTM D639/D790 Acid Resistance Test For Exterior Coating of Concrete Structures Only Sewer Applications Sewer Applications I Sewer Applications I For Exterior Coating of Concrete Structures Only * From Original Standard Products List 1 Approval Spec No. •on FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer i e tar er than 15 inch diameter shall be a roved for use b the Water De artment on a ro'ect s eciftc basis. S ecial beddin ma be re uired for some .i.es. National Spec • • Manufacturer • Model No. Size 09/23/96 09/23/96 'Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/161' 33 05 13 Manhole Insert Knutson Enterprises 33 05 13 Manhole Insert South Westem Packaging 33 05 13 Manhole Insert Noflow-Inflow 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/131 11/04/02 Steel Band Casing Spacers 02/02/93 Stainless Steel Casing Spacer 04/22/87 Casing Spacers 09/14/10 Stainless Steel Casing Spacer 09/14/10 Coated Steel Casin Spacers 05/10/11 Stainless Steel Casing Spacer 03/19/18 Casing Spacers 03/19/18 Casing Spacers Advanced Products and Systems, Inc. Advanced Products and Systems, Inc. Cascade Waterworks Manufacturing Pipeline Seal and Insulator Pipeline Seal and Insulator Powerseal BWM BWM Made to Order - Plastic Made to Order - Plastic Made to Order - Plastic LifeSaver - Stainless Steel TetherLok - Stainless Steel Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 111 ASTM D 1248 ASTM D 1248 ASTM D 1248 For 24" dia. For 24" dia. For 24" dia. For 24" dia. For 24" dia Up to 48" Up to 48" Up to 48" 03/29/22 I 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 -Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/131, 08/24/18 08/24/18 33 11 10 33 11 10 33 11 10 33 11 10 33 11 10 Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Ductile Iron Pipe Griffin Pipe Products, Co American Ductile Iron Pipe Co. American Ductile Iron Pipe Co. U.S. Pipe and Foundry Co. McWane Cast Iron Pipe Co Super Bell-Tne Ductile Iron Pressure Pipe, American Pestle Pipe (Bell Spigot) American Flex Ring (Restrained Joint) AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 AWWA C150, C151 3" tliru 24" 4" duu 30" 4" thin 30" Water & Sewer - Utility Line Marker (08/24/20181 Sewer- Coatings/Epoxy 33-39-60101/08/131 02/25/02 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 Sewer - Coatiin.s/Polvurethane Sauereisen. Inc Ertech Technical Coatings Induron Chesterton Warren Environmental SewerGard 210RS Ertech 2030 and 2100 Series Protecto 401 Arc 791, S1HB, Si. S2 S-301 and M-301 LA County 4210-1.33 ASTM B-117 Acid Resistance Test Ductile Iron Pipe Only Sewer Applications Sewer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve Sewer - Pines/Concrete EI-04 E1-04 E1-04 E1-04 Conc. Pipe. Reinforced Conc. Pipe. Reinforced Conc. Pipe. Reinforced ConcPipe. Reinforced 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 477 SPL Item *95 Manhole, *98 Pip. ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 2" Sewer - Pine Enlarsnment System (Method133-31-23 (01/18/131, PIM System McConnell Systems TRS Systems Sewer- Pine/Fiberglass Reinforced Pine 33-31-13(1/8/13) 7/21/97 33 31 13 Cent Cast Fiberglass (FRP) 03/22/10 33 31 13 Fiberglass Pipe (FRP) 04/09/21 Glass -Fiber Reinforced Polymer Pipe (FRP) 4/14/05 Polymer Modified Concrete Pipe 06/09/10 EI-9 Reinforced Polymer Concrete Pipe 7* Sewer - Pines/HE 33-31-23(1/8/131, * DP High -density polyethylene pine * High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe PIM Corporation McLat Construction Trenchless Replacement System Hoban Pipe USA. Inc. Ameron Thompson Pipe Group Amrtech USA US Composite Pipe Polyethylene Polyethylene Polyethylene Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (F1owtite) Meyer Polvcrete Pipe Reinforced Polymer Concrete Pipe PIM Corp., Piscata Way. N.J. Houston. Texas Calgary. Canada ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 ASTM C33, A276, F477 ASTM C-76 Approved Previously Approved Previously Approved Previously 8" to 102", Class V Sewer - Pines/PVC (Pressure Sewerl 33-11-12 (4/1/131 12/02/11 33-11-12 DR-14 PVC Pressure Pipe 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Phillips Driscopipe, Inc. Plexco Inc Polly Pipe. Inc. CSR Hydro Conduit/Pipeline Systems Pipelife Jetstream Royal Building Products Opticore Ductile Polyethylene Pipe McConnell Pipe Enlargement PVC Pressure Pipe Royal Seal PVC Pressure Pipe ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWA C900 AWWA C900 8" 8" 8" 4" thin 12 4" thin 12" * From Original Standard Products List 2 Approval Spec No. Sewer - Pines/P FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer i e tar er than 15 inch diameter shall be a roved for use b the Water De artment on a ro'ect s eciftc basis. S ecial beddin ma be re uired for some .i.es. National Spec •on (7/1/13) • Manufacturer • (Model \o. Size 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 05/03/99 05/29/96 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 33 31 20 PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pi e PVC Sohd Wa11 Pipe PVC Sewer Fittings PVC Sewer Fittings PVC Sewer Pipe PVC Sewer Pine Gasketed Fittings (PVC) PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe J-M Manufacturing Co., Inc (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plastics Corporation J-M Manufacturing Co, Inc (JM Eagle) Nellie Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc (Westlake) Prpelife Jet Stream Ptpelife Jet Stream GPK Products, Inc. NAPCO(Westiake) Sanderson Pipe Corp. NAPCO(Westlake) Sewer - Pines/Rehab/CIPP 33-31-12 (01/18/13) Cured in Place Pipe Insituform Texark, Inc Cured in Place Pipe National Envirotech Group Cured in Place Pipe Reynolds Inc/fanner Technolgy (Inliner USA) Sewer - Pioes/Rehab/Fold & Form Fold and Form Pipe 11/03/98 Fold and Form Pipe Fold and Form Pipe 12/04/00 Fold and Form Pipe 06/09/03 Fold and Form Pipe 'Sewer - Pines/Onen Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Pipe, Ribbed E100-2 PVC Sewer Pipe, 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 I Water - AnnW 1nces 33-12-10 (07/O1/131 01/18/18 33-12-10 Double Strap Saddle 08/28/02 Double Strap Saddle 07/23/12 33-12-10 Double Strap Semce Saddle 10/27/87 Curb Stops -Ball Meter Valves 10/27/87 Curb Stops -Ball Meter Valves 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 01/26/00 0/5/21/12 03/29/22 05/10/11 02/29/12 02/29/12 02/29/12 05/10/11 08/30/06 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-10 Curb Stops -Ball Meter Valves 33-12-25 33-12-25 33-12-25 33-12-25 33-12-25 Coated Tapping Saddle with Double SS Straps Tapping Sleeve (Coated Steep (Tapping Sleeve (Coated or Stainless Steep Tapping Sleeve (Stainless Steel) Tapping Sleeve (Coated Steel) Tapping Sleeve (Stainless Steel) 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 (01/08/13) Cullum Pipe Systems, Inc. Insituform Technologies, Inc American Pipe & Plastics, Inc Ultrahner Miller Pipehne Corp Lamson Vylon Pipe Extrusion Technologies, Inc Uponor ETI Company Advanced Drainage Systems (ADS) Advanced Drainage Systems (ADS) ConTech Construction Products 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 SDR 26 SDR 26 SDR 26 SDR 26 SDR 26/35 PS 115/46 National Liner, (SPL) Item #27 Inhner Technology Insituform "NuPlpe" Ultrahner PVC Alloy Pipelmer EX Method Carlon Vvlon H C. Closed Profile Pipe, Ultra -Rib Open Profile Sewer Pipe SaniTite HP Double Wall (Corrugated) SamTite HP Triple Wall Pipe Dunnaxx 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/F679 ASTM D3034 ASTM D3034 ASTM F-679 ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 ASTM F-1504 ASTM F-1504, 1871, 1867 ASTM F-1504, F-1947 ASTM F 679 ASTM F 679 ASTM F 2736 ASTM F 2764 ASTM F 2562 4" tluu 15" 4" Hirai 15" 4" thm 15" 18" to 27" 18" 18" to 48" Demo. Purpose Only Up to 18" diameter 18" to 48" 18" to 48" 30" to 60" 24" to 72" Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 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 Roniac Ronne Ronne Powerseal DFW Plastics Inc. DFW Plastics Inc. DFW Plastics Inc. Bass & Hays Bass & Hays Bass & Hays #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 AWWA C800 AWWA C800 AWWA C800 AWWA C800 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C800, ANSF 61, ANSI/NSF 372 B-25000N, B-20200N-3,H-15000N, H- AWWA C800, ANSF 61, 15530N ANSI/NSF 372 #406 Double Band SS Saddle 412 Tapping Sleeve ESS 415 Tapping Sleeve 3490AS (Flange) & 3490MJ FTS 420 SST Stainless Steel SST III Stainless Steel 3232 Bell Joint Repair Clamp DFW37C-12-1EPAF FTW DFW39C-12-1EPAF FTW DFW65C-14-1EPAF FTW CMB37-B12 1118 LID-9 CMB-18-Dual 1416 LID-9 CMB65-B65 1527 LID-9 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 1"-2" SVC, up to 24" Pipe 3/4" and 1" FA" and 2" 2" I-1/2" 1 "-2" Taps on up to 12" Up to 30" w/12" Out Concrete Pipe Only 4"-8" and 16" U p 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. Note: All water or sewer .1. a lar:er than 15 inch diameter shall be a Approval Spec No. •on • CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST oved for use b the Water De Water - Combination r e ease 33-31-70 (01/08/131 E1-11 Combination Am Release Valve E1-11 E1-11 Combination Air Release Valve Combination Air Release Valve artment on a Manufacturer GA Industries, Inc. o ect s ecific basis. S . ecial beddin Model No. ma be re wired for some National Spec Multiplex Manufacturing Co. Valve and Primer Corp Empire Air and Vacuum Valve, Model 935 Crispin Air and Vacuum Valves, Model No APCO #143C. It145C and #147C Updated: 03/29/2022 es. Size ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts 1" & 1/2" 1" & 2" Water - Dry Brrrel Fire Hydrants 33-12-40 (01/15/141 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 02/05/93 08/05/04 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 El-12 E-1-12 E-1-12 33-12-40 1Water - Meters E101-5 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Detector Check Meter Magnetic Drive Vertical Turbine American-Darhng Valve Amencan Darhng 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) Ames Company Hersey Drawing Nos 90-18608, 94-18560 Shop Drawing No. 94-18791 Shop Drawing No D-19895 Model 2700 Drawings D20435, D20436, B20506 Shop Drawing No. D-80783FW Shop Drawing No 13476 Shop Drawings No. 6461 A-423 Centurion Shop Drawing FH-12 A-423 Super Centurion 200 Shop Drawing No. 960250 Shop Drawing No. SK740803 WaterMaster 5CD250 Model 1000 Detector Check Valve Magnetic Drive Vertical AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C550 AWWA C701, Class 1 4" - 10" 3/4" - 6" 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 07/23/92 08/11/98 02/26/14 05/14/98 05/14/98 11/09/04 02/29/12 02/29/12 08/05/04 03/06/19 08/05/04 08/10/98 10/12/10 08/16/06 11/07/16 11/07/16 03/19/18 03/19/18 03/19/18 33-11-12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 PVC Pressure Pipe 33 11 12 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 & Fittings/Ductile Iron Fittings 33-11-11 (01/08/131 M EI-07 Ductile Iron Fittings Star Pipe Products, Inc. EI-07 EI-07 EI-07 EI-07 EI-07 EI-24 EI-07 33-11-11 33-11-11 EI-07 33-11-11 EI-07 EI-07 EI-24 E1-07 33-11-11 33-11-11 33-11-11 33-11-11 33-11-11 Ductile Iron Fittings Ductile Iron Fittings Ductile Iron Fittings MJ Fittings Ductile Iron Joint Restraints PVC Joint Restraints Ductile Iron Joint Restraints Ductile Iron Pipe Mechanical Joint Restraint PVC Pipe Mechanical Joint Restramt Mechanical Joint Retainer Glands(PVC) Mechanical Joint Retainer Glands(PVC) Mechanical Joint Retainer Glands(PVC) MJ Fittings(DIP) Interior Restrained Joint System Mechanical Joint Fittings Mechanical Joint Retainer Glands Mechanical Joint Retainer Glands Mechanical Joint Retainer Glands Mechanical Joint Retainer Glands 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. SigmaCo. SigmaCo. SigmaCo. Sigma, Co. S & B Techncial Products SIP Industries(Serampere) Star Pipe Products, Inc. Star Pipe Products, Inc. SIP Industries(Serampere) SIP Industnes(Serampore) SIP Industnes(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 Clan 350 C-153 MJ 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 - SLC10 Sigma One-Lok SLCS4 - SLCS12 Sigma One-Lok SLOE 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 AWWAC 110 AWWAC 153, C 110, C 111 AWWAC 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"-12" 16"-24" 4"-28" 4"- 12" 4"-12" 4" to 36" 4" to 24" 4" to 12" 4" to 42" 4" to 24" 4" to 10" 4" to 12" 12" to 24" 4" - 24" 4" to 12" 4" to 24" 3.-48" * From Original Standard Products List 4 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer i e lar er than 15 inch diameter shall be a roved for use b the Water De artment on a ro'ect s ecifrc basis. S ecial beddin ma be re uired for some .i.es. National Spec • Approval Spec No. ( 'on Manufacturer Water - Pines/Valves 11 esilient Seated Gate Valve* 33-12-20 (05/13/15) • Model No. Size Resilient Wedged Gate Valve w/no Gears 12/13/02 Resilient Wedge Gate Valve 08/31/99 Resilient Wedge Gate Valve 05/18/99 Resilient Wedge Gate Valve 10/24/00 E1-26 Resilient Wedge Gate Valve 08/05/04 Resilient Wedge Gate Valve 05/23/91 E1-26 Resilient Wedge Gate Valve 01/24/02 E1-26 Resilient Wedge Gate Valve * E1-26 Resilient Seated Gate Valve * E1-26 Resilient Seated Gate Valve * E1-26 Resilient Seated Gate Valve 11/08/99 Resilient Wedge Gate Valve 01/23/03 Resilient Wedge Gate Valve 05/13/05 Resilient Wedge Gate Valve 01/31/06 Resilient Wedge Gate Valve 01/28/88 E1-26 Resilient Wedge Gate Valve 10/04/94 Resilient Wedge Gate Valve 11/08/99 E1-26 Resilient Wedge Gate Valve 11/29/04 Resilient Wedge Gate Valve 11/30/12 Resilient Weda Gate Valve 05/08/91 E1-26 Resilient Seated Gate Valve 10/26/16 08/24/18 1/11/99 06/12/03 04/06/07 03/19/18 El-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 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 Senes 2500 Drawing # 94-20247 Series 2530 and Senes 2536 Senes 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) Senes 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, requirements SPL 1174 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 & 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 16" 24" and smaller 30" and 36" 42" and 48" 16" 24" and smaller 30" and 36" (Note 3) 24" to 48" (Note 3) 3" to 16" 4" to 16" atW er - Pines/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 E1-30 E1-30 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 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment 05/12/05 E1-13 Polyethylene Encasment 05/12/05 E1-13 Polyethylene Encasment 09/06/19 33-11-11 Polyethylene Encasment 'Water - Sampling Station 3/12/96 I '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 Industnes Northtown Products Inc Water Plus Valmatic American Butterfly Valve. M&H Style 4500 & 1450 AWWA C504 Butterfly Valve Fulton Enterprises Standard Hardware Bullstrong by Cmvtown 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 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 Hvdroguard Kupferle Foundry Company Kupferle Foundry Company HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) Eclipse #9800wc Eclipse 119700 (Portable) 24" 24"and smaller 24" and larger Up to 84" diameter 24" to 48" 8 mil LLD 8 mil LLD 8 mil LLD 8 mil LLD From Original Standard Products List 5 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 1pproval Spec No. Classification Manufacturer Model No. National Spec Concrete 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 9/9/2022 03 30 00 Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design American Concrete Company American Concrete Company American Concrete Company American Concrete Company Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Argos Big D Concrete Big D Concrete Big Town Concrete Big Town Concrete Bumco Texas Bumco Texas Bumco Texas Bumco Texas Bumco Texas Bumco Texas Bumco Texas Bumco Texas Bumco Texas Bumco Texas Carder Concrete Carder Concrete Carder Concrete Carder Concrete Carder Concrete Carder Concrete Carder Concrete Carder Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Charley's Concrete Chisholm Trail Redi Mix City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 01JAF382 1000 psi Concrete Base Material for Trench Repair 40CNF065 4000 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paving D 10000001737 4500 psi Concrete for Hand Placed Paving D 10000001791 4500 psi Concrete for Hand Placed Paving D 10000001793 4500 psi Concrete for Hand Placed Paving D 10000001103 4500 psi Concrete for Hand Placed Paving D 10000002107 4500 psi Concrete for Hand Placed Paving D 10000001273 4500 psi Concrete for Hand Placed Paving D 10000001617 3600 psi Concrete for Machine Placed Paving D 10000008381 4500 psi Concrete for HES Paving D10000009857 50 psi Flowable Fill - CLSM D 10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter D 1000001043S 3000 psi Concrete for Sidewalks, Curbs D 1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps D 1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D 10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D 10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001685 4000 psi Concrete for Valve Pads D 10000005751 750 Psi Concrete Base for Trench Repair D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 psi Concrete for High Early Strength Paving 452065-14500 psi hand placed paving 450065-14500 psi hand placed paving 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 30U101AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 01Y690BF 100 psi Concrete Mix for Flowable Fill FWCC602021 4500 psi concrete for Hand Placed Paving FWCC552091 3600 psi for Machine Placed Paving FWCC602091 3600 psi for Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches, Lighting & Traffic Signal Foundations FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls, Wingwalls 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix for Sidewalks 3759 3000 psi Concrete Mix for Sidewalks 1502 150 psi Concrete for Flowable Fill-CLSM 1518 150 Psi Concrete for Flowable Fill-CLSM 5642 4000 psi Concrete for Storm Drain Structures 6595 5000 psi Concrete Mix for High Early Strength Paving 6589 4500 psi Concrete Mix for High Early Strength Paving C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete (Cot tined) 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/16/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/14/2022 32 13 13 Mix Design 9/9/2022 33 13 13 Mix Design 9/9/2022 34 13 13 Mix Design 9/9/2022 35 13 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix GCH Concrete Services GCH Concrete Services GCH Concrete Services Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. 30HA25II 3000 psi Concrete for Rip -Rap 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 45NG25II 3600 psi Concrete Mix for Drilled Shafts 50QG25II 3600 psi Slurry Displaced Drilled Shaft 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 36JA001J 3600 psi Concrete Mix for Machine Placed Paving 40LA2011 4000 psi Concrete Mix for Storm Drain Structures CLNG25II 3600 psi concrete for Drilled Shaft 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9 70 psi Flowable Fill - CLSM 9-S-2 70 psi Flowable Fill - CLSM 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 230-8 750 psi Concrete Base Material for Trench Repair 330-S8 750 psi Concrete Base Material for Trench Repair 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 260-1 3600 psi Concrete Mix for Headwalls 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting & Traffic Signal Foundations 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 264-N 4500 psi Concrete Mix for Hand Placed Paving 366 4500 psi Concrete Mix for Hand Placed Paving 265 4500 psi Concrete Mix for Hand Placed Paving 365 4500 psi Concrete Mix for Hand Placed Paving 370-NC 4500 psi Concrete for HES Paving 370-1NC 5000 psi Concrete for HES Paving 375-NC 5000 psi Concrete for HES Paving 267 4200 psi Concrete Mix for Manholes and Drainage Structures 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 257 3600 psi Concrete mix for Valley Gutters 357-M 3600 psi Concrete Mix for Machine Placed Paving 257-M 3600 psi Concrete Mix for Machine Placed Paving 260-M 4000 psi Concrete Mix for Machine Placed Paving 360-M 4000 psi Concrete Mix for Machine Placed Paving 255-LP 3000 psi Concrete Mix for Curb & Gutter 355-LP 3000 psi Concrete Mix for Curb & Gutter 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 357 3600 psi Concrete Mix for Valley Gutters GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures GCHVS 4000 psi Concrete for Machine Placed Paving GCH4500 4500 psi Concrete Hand Placed Paving C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving 161PS5EM 4500 psi Concrete for Hand Placed Paving C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 5177 3000 psi Concrete Mix for Sidewalks 1261 3000 psi Concrete Mix for Sidewalks 1551 3000 psi Concrete Mix for Blocking FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 1pproval Spec No. Classification Manufacturer Model No. National Spec Concrete(Con'inued) 9/9/2022 4 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 04 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 12/5/2022 4 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/15/2022 33 13 13 Mix Design 11/15/2022 34 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta NCS Redi Mix NCS Redi Mix NBR Ready Mix NBR Ready Mix Redi-Mix Redi-Mix Redi-Mix 2125 4500 psi Concrete for HES Paving 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes 5409 4000 psi Concrete Mix for Sidewalks, Inlets 5507 4500 psi Concrete Mix for Hand Placed Paving 5017 200 psi Concrete for Base Material for Trench Repair 9600 3600 psi Concrete for Drill Shafts 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 1822 3600 psi Concrete for Drilled Shafts 1859 4000 psi Concrete for Drilled Shafts R2131014 3000 psi Concrete for Sidewalks & Ramps R2132214 3,000 psi Concrete for Sidewalks & Ramps D9490SC 3,000 psi Concrete for Sidewalks & Ramps R2131214 3,000 psi Concrete for Sidewalks & Ramps R2131314 3,000 psi Concrete for Sidewalks & Ramps R2136014 3,000 psi Concrete for Sidewalks & Ramps R2136214 3,000 psi Concrete for Sidewalks & Ramps R2141224 4,000 psi Concrete for Sidewalks & Ramps R2141024 4,000 psi Concrete for Sidewalks & Ramps R2136224 3,600 psi Concrete for Curb Inlets R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement FLOW25A 50 psi Concrete for Flowable Fill/CLSM R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures R2146034 4,500 psi Concrete for Manholes, Inlets & Headwalls, Hand Placed Paving R214123 4,000 psi Concrete for Inlets, Manholes, Headwalls R21412314,000 psi Concrete for Inlets, Sidewalks R2161070 6,000 (3,000 @ 24-hrs.) psi Concrete for HES Paving D9492SFC 4,000 psi Concrete for Machine Placed Paving R2146233 4,500 psi Concrete for Hand Placed Paving R2146238 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures R2146336 4,500 psi Concrete for Hand Placed Paving R2146235 4,500 psi Concrete for Hand Placed Paving Q2141N27 4,000 psi Concrete for Machine Placed paving Q2141K30 4,000 psi Concrete for Machine Placed Paving R2146N36 4,500 psi Concrete for Hand Placed Paving R2146K36 4,500 psi Concrete for Hand Placed Paving R2146P36 4,500 psi Concrete for Hand Placed Paving R2146K36 4,500 psi Concrete for Hand Placed Paving R2146N35 4,000 psi Concrete for Inlets, Manholes, Headwalls R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls R2141N24 4,000 psi Concrete for Sidewalks and Ramps R2141K24 4,000 psi Concrete for Sidewalks and Ramps R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets R2146042 4,500 psi Concrete for Hand Placed Paving R2146242 4,500 psi Concrete for Hand Placed Paving R2146236 4,500 psi Concrete for Hand Placed Paving D9493SC 4,500 psi Concrete for Hand Placed Paving R2147241 4,500 psi Concrete for Hand Placed Paving NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks NCS6020AHP 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving TX C-YY 3000 psi Concrete Mix for Curb Inlets TX C-NY 3000 psi Concrete Mix for Curb Inlets DCA2E554 3000 psi Concrete Mix for Rip Rap V0.111524 3000 psi Concrete Mix for Curb & Gutter FOC10021 215 psi Flowable Fill - CLSM FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete(Con'inued) 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/29/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/29/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/2/2022 03 30 00 Mix Design 12/5/2022 03 30 00 Mix Design 12/5/2022 03 30 00 Mix Design 12/5/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Titan Ready Mix Titan Ready Mix True Grit Redi Mix True Grit Redi Mix True Grit Redi Mix True Grit Redi Mix True Grit Redi Mix True Grit Redi Mix 10J11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 10J11504 3000 psi Concrete Mix for Sidewalks 10L11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 10L11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 10L21524 4000 psi Concrete Mix for Manholes 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 10L115E4 3600 psi Concrete Mix for Bridge substructures DCC2G5E2 3600 psi Concrete Mix for Drilled Shafts DCU1G5E2 3600 psi Underwater Drilled Shafts 156115D4 4000 psi Bridge Slabs F35238VN 100 psi Flowable Fill - CLSM FOD138VM 100 psi Flowable Fill - CLSM 10J11554 3000 psi Concrete Mix for Rip -Rap P0G138K9 1000 psi Concrete Mix for Trench Repair Base Material 10K11524 3600 psi Concrete Mix for Encasement 10N11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 10N11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 50K11524 3600 psi Concrete Mix for Machine Placed Paving 10M115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 10M11524 4500 psi Concrete Mix for Hand Placed Paving 10M11504 4500 psi Concrete Mix for Hand Placed Paving 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 145P25P4 4500 psi Concrete for Storm Drain Structures 10K115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 156115C4 4000 psi Concrete for CIP Storm Drain Structures 10L115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 40050 4,000 psi Concrete for Headwalls 35023 3,600 psi Concrete for Machine Placed Paving 40068 3,600 psi Concrete for Machine Placed Paving 45000 4,500 psi Concrete for Hand Placed Paving 45300 4,500 psi Concrete for Hand Placed Paving 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 35000 3600 psi Concrete for Sewer Manholes 35300 3600 psi Concrete for Swere Manholes 35022 3,600 psi Concrete for Junction Box 30050 3,000 psi Concrete for Sidewalks, Inlets, Junction Boxes, Thrust Blocks FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving FW60AHP 4500 psi Concrete Mix for Hand Placed Paving TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving FW5520AMP 3600 psi Concrete for Machine Placed Paving FW5320A 3000 psi Concrete Mix for Blocking FWFF150CLSM 50-150 psi Flowable Fill - CLSM FWFF275 50-150 psi Flowable Fill - CLSM FW6020A2 4000 psi Concrete Mix for Storm Drain Structures TCFW6025A2 4000 psi Concrete for Manholes TCFW5020A 3000 psi Concrete for Sidewalks FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps CP5020A 3000 psi Concrete Mix for Curb and Gutter FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 3020AE 3000 psi Concrete for Sidewalks TRC4520 4500 psi Concrete for Hand Placed Paving 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 270.230 5000 psi Concrete for Hand Placed Paving 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 0260.2301 4500 psi Concrete Mix for Hand Placed Paving FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 1pproval Spec No. Classification Concrete(Continued) 9/9/2022 103 30 00 Mix Design 9/9/2022 103 30 00 Mix Design Manufacturer True Grit Redi Mix Wise Redi Mix Model No. National Spec 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Asphalt Pavin$ 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA5D135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B 117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Sunmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface Detectable W [ i • � S}lrface 9/9/2022 32 13 20 b S - Pavers 9/9/2022 32 13 20 DWS - Pavers 9/9/2022 32 13 20 9/9/2022 32 13 20 9/9/2022 9/9/2022 9/9/2022 9/9/2022 DWS - Composite DWS - Composite Silicone Joint Sealant 32 13 73 Joint Sealant 32 13 73 Joint Sealant 32 13 73 Joint Sealant 32 13 73 Joint Sealant Utility Trench Embedment Sand 9/9/2022 33 05/10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand Pine Hall Brick (Winston Salem, NC) Tactile Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers Engineered Plastics, Inc. (Williamsville, NY) Armor Tile ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver Dow Tremco Pecora Crafco Silver Creek Materials Crouch Materials F and L Dirt Movers F and L Dirt Movers Tin Top Martin Marietta 890SL - Cold Applied, Single Component, Silicone Joint Sealant 900SL - Cold Applied, Single Component, Silicone Joint Sealant 300SL - Cold Applied, Single Component, Silicone Joint Sealant RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand ASTM D5893 ASTM D5893 ASTM D5893 ASTM D5893 ASTM C33 ASTM C33 ASTM C33 ASTM C33 ASTM C33 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 1pproval Spec No. Classification Manufacturer Frame, Cover and Grade Rings - Cast Iron** for Stormwater Structures 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 9/9/2022 33 05 13 Manhole Frames and Covers EJCO 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, Ltd.) 9/9/2022 33 05 13 Manhole Cover Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 9/9/2022 33 05 13 Manhole Frame Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers Neena Foundry 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 9/9/2022 33 05 13 Manhole Frames and Covers SIP Industries 9/9/2022 33 05 13 Manhole Frames and Covers EJCO **Note: All new development and new installation manhole lids shot meet the minimum 30" open Reinforced Concrete Storm Drain Pipe/Culverts 9/9/2022 33 41 10 Precast Box Culverts Forterra 9/9/2022 33 41 10 Concrete Pipe Wyes and Bends Forterra 9/9/2022 33 49 10 Precast Box Culverts Rinker Materials 9/9/2022 33 49 10 Concrete Pipe Rinker Materials 9/9/2022 33 41 10 Concrete Pipe Forterra Model No. 32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhorn Logo, Model No. NF-1743LT66 32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LT69 32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280 Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021L010 32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LTXX 24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover of/Longhorn Logo, Model No. NF-1650LT61 24" Diameter MHRC #220605** 32" Diameter NF-1274-T91 32" Diameter NF-1743-LM (Hinged) 32.25" Diameter NF-1930-30 32" Diameter NF-1743-HV 24" Diameter 2279ST** 32" Diameter 2280ST 32.25" Diameter EJ1033 X2/A g requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Polypropylene Storm Drain Pipe 9/9/2022 133 41 13 (Polypropylene Pipe (Advanced Drainage Systems, Inc. Storm Drain Manholes and Junction Boxes 9/9/2022 33 49 10 Stacked Manhole Oldcastle 9/9/2022 33 49 10 Junction Box Oldcastle 9/9/2022 33 49 10 Junction Box Oldcastle 9/9/2022 33 49 10 Junction Box Oldcastle 9/9/2022 33 49 10 Junction Box Oldcastle 9/9/2022 33 49 10 Junction Box Oldcastle 9/9/2022 33 49 10 Junction Box Oldcastle 9/9/2022 33 49 10 Junction Box Cowtown Redi Mix 9/9/2022 33 49 10 Manhole Rinker Materials 9/9/2022 33 49 10 Manhole Connector Trelleborg Engineered Systems 9/9/2022 33 49 10 Junction Box Forterra 9/9/2022 33 49 10 Junction Box Forterra 9/9/2022 33 49 10 Junction Box Forterra 9/9/2022 33 49 10 Junction Box Forterra 9/9/2022 33 49 10 Junction Box Forterra 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group 9/9/2022 33 49 10 Junction Box Thompson Pipe Group Precast Box Culverts RCP Wye and Bends Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850 Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655 Reinforced Concrete Pipe - Tongue and Groove +D48 BHP Polypropylene Storm Drain Pipe Precast 4' x 4' Stacked Manhole Precast 5' x 8' Storm Junction Box Precast 4' x 4' Storm Junction Box Precast 5' x 5' Storm Junction Box Precast 6' x 6' Storm Junction Box Precast 8' x 8' Storm Junction Box Base Precast 5' x 8' Storm Junction Box Base No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars Rinker Materials Reinforced 48" Diameter Spread Footing Manhole Kor-N-Seal 106/406 Series Pipe to Manhole Connector 4' x 4' FRT-4x4-409-PRECAST-BASE 5' x 5' FRT-5x5-409-PRECAST-TOP 5' x 5' FRT-5x5-409-PRECAST-BASE 6' x 6' FRT-6x6-409-PRECAST-TOP 6' x 6' FRT-6x6-409-PRECAST-BASE 4 'x 4' TPG-4x4-409-PRECAST TOP 4'x 4' TPG-4x4-409-PRECAST BASE 4 'x 4' TPG-4x4-412-PRECAST 4-FT RISER 5 'x 5' TPG-5x5-410-PRECAST TOP 5 'x 5' TPG-5x5-410-PRECAST BASE 5 'x 5' TPG-5x5-412-PRECAST 5-FT RISER 6'x 6' TPG-6x6-411-PRECAST TOP 6'x 6' TPG-6x6-411-PRECAST BASE 6 'x 6' TPG-6x6-412-PRECAST 6-FT RISER 7 'x 7' TPG-7x7-411-PRECAST TOP 7 'x 7' TPG-7x7-411-PRECAST BASE 7 'x 7' TPG-7x7-412-PRECAST 4-FT RISER 8 'x 8' TPG-8x8-411-PRECAST TOP 8 'x 8' TPG-8x8-411-PRECAST BASE 8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER National Spec ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM C789, C850 ASTM C76, C655 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ACI 318-14 ASTM C433 ASTM C923 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 FORT WORTH„ CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/01/2022 1pproval Spec No. Classification Manufacturer Model No. National Spec Storm Drain Curb and Drop Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Junction Box 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Drop Inlet 9/9/2022 33 49 20 Drop Inlet 9/9/2022 33 49 20 Drop Inlet Forterra Forterra Forterra Forterra Forterra Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group 10' x 3' FRT-10x3-405-PRECAST 10' x 3' FRT-10x3-406-PRECAST 10' x 4.5' FRT-10x4-407-PRECAST 10' x 4.5' FRT-10x4-420-PRECAST 4' x 4' FRT-4x4-409-PRECAST-TOP 10' x 3' TPG-10x3-405-PRECAST INLET 15' x 3' TPG-15x3-405-PRECAST INLET 20' x 3' TPG-20X3-405-PRECAST INLET 4' x 4' TPG-4X4-408-PRECAST INLET 5' x 5' TPG-5X5-408-PRECAST INLET 6' x 6' TPG-6X6-408-PRECAST INLET ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615