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Contract 60500-PM1
CSC No. 60500-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SANITARY SEWER, PAVING, DRAINAGE & STREET LIGHT IMPROVEMENTS TO SERVE HULEN TRAILS SOUTH HULEN STREET City Project No. 104655 IPRC22-0252 FID# 30114-0200431-104655-EO7685 W-2908, X-27665 Mattie Parker Mayor David Cooke City Manager Christopher P. Harder, P.E. Director, Water Department Lauren L. Prieur, P.E. Director, Transportation and Public Works Department tltj Prepared for The City of Fort Worth September, 2023 mcivil Engineering &Surveying 2559 SW Grapevine Pkwy. Grapevine, Texas 76051 817.329.4373 09/06/2023 A: . .......................... MATn EW J . &i6ki • 99368 Awl ttz* & :., MNsO G" OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 6 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 1001113 13 inyita4ion to Bidders 03/20/2020 1002113 13 inst ,,etiors t Bidders 03/20/2020 00 41 00 Bid Fefm 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Ben 04/02/2014 nno n�= Bidders Pr-eq ,, lifi .a4ier's 04/02/2014 0045 12 Prequalification Statement 09/01/2015 0045 13 Bidder- P -egti 1 f; ea4i .a A ,.pliea fie 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 0045 40 Grity Blu mass En4er-prise 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 7200 Gener-al Conditions 11/15/2017 007300 SupplemepAary Gonditiefis 07/01/2011 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 013120 Pr-ejeet Meet:ffos 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 013300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 5000 Temporary Facilities and Controls 07/01/2011 01 5526 Street Use Permit and Modifications to Traffic Control 07/01/2011 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httD:Hfortworthtexas.2ov/tDw/contractors/ or httDs:HaDDs.fortworthtexas.2ov/Proi ectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 0334 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 Iry 05 10 Demolition for- Ele foal. Figs 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 1000 Site Clearing 12/20/2012 3123 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 �'� �4 00 Erb ad"mXxIts 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 3 ! 4 00 Gabiens 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 27�T Permanent Asphalt n.,-,;ng D opai 12/20/2012 27�4o Temporary Asphalt Paving n opai 12/20/2012 320129 Concrete Paving Repair 12/20/2012 '27�3 Flexible -Base co -ses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 3 11 3_ Cement Treated Base r'^,,,. 12/20/2012 11 Z7 Liquid i Treated Sol Stabilize 08/21/2015 2''�o A3pl�UZj w, ng 12/20/2012 20�3 As1% lt,1W,4 g Gr-aev Se 1. 4s 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 1373 Concrete Paving Joint Sealants 12/20/2012 12/20/2012 CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 3 7�5Address11 /04/2013 3'�3 /''1,ai Fences ,-ad Gates 12/20/2012 3q 3126 W -e Fe es n,1 Ga4es 12/20/2012 3q 31 q9 WeedFences and r es 12/20/2012 3q 32 13 Cast i nlaee r rer-ete Retaining Wa 06/05/2018 3291 19 Topsoil Placement and Finishing of Parkways 12/20/2012 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 Z7�3 Tfees and cl,.ubs 12/20/2012 Division 33 - Utilities 330130 Sewer and Manhole Testing 12/20/2012 330131 Closed Circuit Television (CCTV) Inspection 03/03/2016 ZZ�v B5raa Pow.-er^ ^FExisting Sewer- Syste 12/20/2012 33 04 T„ipA Bending a -a Eleetfieal isel.,ti„" 12/20/2012 33 04 Gofr-osio r,,,-,+.e Test Stations 12/20/2012 33 04 Magnes;,,,,, Anode Cathodic Proteetio Systeffl. 12/20/2012 33 04 30 TZ,,Y.N-,.o 07/01/2011 33 04 40 Cleaning a -a n,.eept. ree Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 3305 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 3305 12 Water Line Lowering e 12/20/2012 33 05 i3 n^~�ver-«Grade Rings Casten 01/22/2016 33 05 13.10 F-al��Per a*d Grade Rings EemposiEte 01/22/2016 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 33 05 14 12/20/2012 Grade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 Concrete Collars 12/20/2012 22�0 Auger Boring 12/20/2012 22�T Tunnel Liner Plate 12/20/2012 22�z Stool Casing -Pipe 12/20/2012 '22�3 Hand Tunneling 12/20/2012 22�4 inst ,ll.,ti.,,., of r.,fFie.. Pipe i Gasi g or- Tunnel Liner- Plate 06/19/2013 330526 Utilit.. Mar-kers/T ,,,.,,tors 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 i i 05 Bons, h�s, a- Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 4 i i3 Goneret=ePressure Pipe, Bar- Wrapped, SteelylinRer Type 12/20/2012 2Z�4 &at: oa Stool Pipe „n,1 Fi#ia.s 12/20/2012 ZZ�v Water- - Ser-view , ifteh to 2 el, 02/14/2017 22�i T ., ge Wa4er- Mete.-s 12/20/2012 22�o Resilient Seated Gate v 1.,0 12/20/2012 33 i2 2} n WW n Rubber- Seated Butte, -fly xJ 12/20/2012 33 1225 Connection to Existing Water Mains 02/06/2013 33 i2 30 (''.,.v.bia ief Air- Valve Assemblies for- Potable T System 12/20/2012 a7 e- 33 1240 Fire Hydrants 01/03/2014 CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 33 'moo Watt Exmplv 12/20/2012 33 12 60 Standard uiow e ffNlalye Assembly 06/19/2013 3- 31 12 Curod in Place Pipe (Cmn4 12/20/2012 ✓3 31 13 Fiberglass neinf feed Pipe far Gryitt'- Eonita( C/.J»s 12/20/2012 33 31 15 u:, srlt -AolyVhyl---ne-4RLXDE) -Nlw 5�x Earxi r, Sewel 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 ?? ?' 21 Polyvinyl Chloride Closed Profile Gravity Sanitafy Sewer 12/20/2012 (PVC) Pipe P- 3122 SanitarySewcc V.ip aning 12/20/2012 33 31 23 Sanitaryurw Pir2 Eala., efnert 12/20/2012 333150 50 r rne t rs co.. nee r : 0 Sanitary Cower Sery 04/26/2013 ee and 33 31 70 won A�y Valve —for E anitary fi.»n Fares 12/20/2012 3339 10 Cast in Plaoe Cenefete manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 ZZ�O Fiberglass Manholes 12/20/2012 114940 Wastewater ate Access Chamber (W A r4 12/20/2012 333960 Epee � Line gar Fianitary &ewer ctnwt re-s 12/20/2012 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 P- 1 i 11 High Density Pelyethylene (14PPE) Pipe for St�-Tn Drwix 12/20/2012 P- 11 12 Reinfereed Polyethlene (SR -PE) Pipe 11/13/2015 33 4600 Subdrainage 12/20/2012 33 4601 Slotted Stc~m Dmim� 07/01/2011 33 4602 Trench Dmino 07/01/2011 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 4 10 T-raffio E�gmmb 10/12/2015 34 n�OT Attachment A Controller Gabinet 12/18/2015 34 4�02 Attachment BController Specificati 02/2012 34 ^�003 Attachment G Software Specification 01/2012 311 11 11 4=a pc\,mac 9ignaJc 11/22/2013 311 11 13 Removing Tm fr: Signals 12/20/2012 M 11 15 Rectangular Rap;d Flaohing Beaeo 11/22/2013 34�o Pedest,.:,,,-, "rid Signal. 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 ^�02 11ivcmay = toad, D,;mi n iras 06/15/2015 3^�03 Residential lT� Rey Lurninsaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 '2A�o Single Merle Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix GE-4.01 Page 6 of 6 GC-4.02 Subsurface and Physical Conditions GE-496 -,dZX 0iiS L`..w .,.a.,. e t..l G,,. difi n M Site GG-6 09 Pe,.. its and Utilities GC-E.211 Nandisefiminatien GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 DIVISION 00 GENERAL CONDITIONS UTILITIES SECTNM W 42 43 Dcvdoper Awmdcd Projcda - PROPOSAL FORM Eftdm Trarla, South Hnkn S6c1, City Pmjcd 9104655 UNUT U'RUCE EM Projrd Ttcn I &-ofim Bidlid It= Water Facilities 1 0241.1118 4'-12' Pressure Phhq 2 0241.1106 16' Press re Ptuq 3 3305.0109 TrenchPalely 4 3311.0001 Dud ie Iron fW r Filings w/ Repaint 5 3311.0461 12' PVC Water Ripe 6 3311,0467 12' PVC Water Pipe, CLSM Backfill 7 3311-0541 16' Walef Pipe 8 3311.054716' Wahl Pipe CLSM Baddi 9 13311.0451 12' DIP Water 1 10 13311.0457 12' DIP Water, CLSM Bacdi 11 13311.0551 16' DIP Water 12 13311.055716' DIP Water, CLSM BacFdi 13 I33120001 Ste. I. Hydrant Assembly w/ 6- Gale Valve & Value Bmr 14 133120106 Conned to F)ting 16' Water Main 15 133123005 12' Gate Valve & Value Box 1 16 13312.3006 16' Gate Valve wfVault Vhdnr Subkow Sarha7a Server Facilities 17 0241.1118 4'-12' Presstre Piuq 18 3301.0002 Post-GCTV Inspecbm 19 3305.0109 Trench Sally 20 3331AIIS 8' SDR-26 PVC Server Pipe 21 9999.0001 Conned to Emstinq 8' sewer 22 9999.0002 Core into Ex SSMH Sahiay Sears Subtotal Storm Drain Facilities 1 23 3137.0102 Large tap d 1 24 3305-0109 Trench SaWry 25 3305-0112 Lan 3rie Cotlar 26 3341.0201 21" RCP. Class III 1 27 3341.0205 24" RCP, Class III 1 28 3341.0402 47 RCP, Class III 1 29 3341.1103 4x4 RCB, Crass III 30 3349.0001 4' Slarm Junction Box 31 3349.9002 5' Sk)rm Junction Box 32 h3349.5W1 10' Gurb Inlet 33 19999-0001 Access Riser 34 1 fQ02 {214xx4��ghQete Headwal With Straidht Winctwalls WaiafSahitary Sew erMkwm Drain FacMies Subtotal Bid Stm ary 1 Wader/Sanitary sewmAli rrn Drat FacWjes Subtotal 1 Total Bid Company_V=Km Construction Cu_ Strecl Addruss: 1426 S. Mar r]ly, Shale, rV Coda. Ummfetd, TX 76i63 Phone_ B17-477-20N V- Spccifi= iou I Unit of I Bid Urnd PUcc Bid Vslca: S..iiao No. M- Qtmnity 0241 14 EA 2 $600.00 $1,200.00 0241 14 EA 1 $1,200.00 $1,200.00 3305 10 LF 1.645 $1.00 $1,645-00 33 11 11 TON 0.8 $12,200.00 $9,760.00 33 11 10, LF 76 $113.00 $8,588.00 33 11 12 33 11 12 LF I 12 $177.00 $2,124.00 331110. 33 LF 1406 $143.00 $201,058.00 1112 331110. 33 LF 40 $163.00 $6,520-00 1112 33 11 10 1 LF I 2 $169.001 $318.00 331110 1 LF I 12 $180.001 $2,161300 331110 LF I 42 $220.00 $9.240.00 331110 LF 55 $208.00 $11,440.00 33 12 40 I EA 2 $7,800-00 $15,600.00 331225 I EA 1 $4.700.00 $4,700.00 3312 Zit EA 1 $4,800.00 $4,800-00 331220 1 EA 3 $26,000.001 $78,000.00 1 $358,353A01 02 41 14 EA 3 $309-00 $900.00 3301 31 LF 144 $6.00 $864.00 3305 10 L.F 144 $2.00 $288.00 3311 10, 33 31 12, LF 144 $90.00 $12,11M.00 3331 20 00 00 00 EA 2 $900-00 $1,W9.00 00 00 00 EA 1 $2,000.00 $2.000.00 $18,81200 31 37 00 Sy 81 $95.00 $7,695.00 330510 LF 1,532 $1.00 $1,532.00 330517 EA 1 $1,500.09 $1.500.00 334110 LF 170 $100.00 $17,000.00 33 41 10 LF 938 $104-00 $97,552.00 354110 LF 198 $217.00 $42,9W-00 33 41 10 1 LF 226 $363-00 $82,0M.00 334910 1 EA 1 2 $7.000-00 $14,000.00 334910 EA 1 1 $8,700-00 $8,700.00 334920 1 EA 1 9 $7,300.00 $65,700.00 00 00 00 EA I 2 $6,500.00 $13,000.00 00 01100 1 EA 2 $151500.00 $31 (544#,00 $759,848m1 $759,84a80 57�.8't8� 8y. signabire Ti/e ?,r`e 5 h d [we.09/06/2023 ridaadr �m t. I I Ie 'WXUUK fx FINAL ACtE717AriEEw611i 55 ..a;.r CDNT:ACr p-" - the a-r . ]M OFSECII@r ezrroF= nromaksraa eS� Sr UMAD.....a . . RX2Kr.".FV11XffMAWArlr0h1taff 5 drA.*.fimn 00 45 12 DAP PRLQUALQrICAMN STATEM UNC Page I of I SECTION 00 4512 DAP - PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Type" box provide the complete maior work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Contractor/Subcontractor Company Name Prequalification Expiration Date Water and Wastewater New Development, Rehabilitation, and Venus Construction 05/31/2024 Redevelopment Open Cut (42" and under) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Venus Construction Co. BY: 1426 S. Main �- Mansfield, TX 76063�l"�CTGFJC�- (Signature) NAME/TITLE: S� d DATE: �N - END OF SECTION ��r�estde� �— Crrr of FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION PREQUAUFICATR)N STATEMENT —DEVELOPER AWARDED PROJECTS City Project 4104655 Fottn Version Septc nbi 1, 2015 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I 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. 104655 . 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: Venus Construction Co. Company 1426 S Main Address Mansfield, TX 76063 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By: �5% k Ajc, Signature: C, 1 M C� Title: �f'e S t A'e V-J BEFORE ME, the undersigned authority, on this day personally appeared--, o S�— M Uri 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 Venus Construction Co_ for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 2023. Notary Public in and for the State of Texas END OF SECTION day of eeeepa�aniRe oin�p�osa Zug CO OF 'e'���II �eJ •0 � I ��`e� ��04 �����aun ei wUeA CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri12, 2014 Hulen T d s, South Hulen Street City Project #104655 00 52 43 - 1 Developer Avarded Project Agreement Page i of4 SECTION 00 52 43 AGREEMENT TMS AGR + 1i:MENT, authorized on 09/06/2023 is made by and between the Developer. Bloomfield fl[ornes, LP authorized to do business in Texas and Contractor, Venus Construction Co. , authorized to do business in Texas, acting by and through its duty authorized representative. 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: Helen Trails. Sour Huleen Street Cav Project #104655 Article 3. CONTRACT TUVM 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 55 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 Two Dnndred & fifty Dollars (S250.00) 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 Arlen Trails, south Hulen Street STANDARD CONSTRUCTION SPLCTFICATTON DOCUMi ITS —DAP City Project ill04655 RcvisM lane 16, 2016 00 52 43 - 2 Developer Avmrded 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 Seven Hundred Fiftv Nine Thousand Eip-lrt Hundred Forty EiRht & 00/100 Dollars ($759,845.00) Ar fiicle S. CONTRACT DOCUIMNTS 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 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 spec) 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 Helm Tea&, Sowh Sulm Street STANDARD CONSTRUCnON SPECIFICATION DOMW NTS —DAP City Project #104655 Revised Jame 16, 2016 005243-3 DeveloperAsvar&d Project Agreement Page 3 of 4 Article 6. EIMEI1MMt;ATION 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 render this contract. This indemnification provision is specifically intended to operate anal be effective even if it is alleged or proven that all or some of the damaues being soup-ht were caused, in whole or in part, by any act. omission or neTligence of the citV_ This indemnity provision is intended to include, without Hmitatiun, indemnity for costs, expenses and legal feats incurred by the city in defending against such chinas and causes of aetitons. 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 ois or alleged to arise out ot; the work and services to be perrformed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indenanificz0on provisions 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. NUSCELLANEOUS 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. CITY OF FORT WORTH Helen TYafls, Sandi Holm Sheet STANDARD CONSTRUCTION SPECIFICATION DOC %99M —DAP City project yfla4655 Revised June I6, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than July authorized signatory of the Contractor. IN WITNESS VffiERE®F, 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"). Contr2citajr: venus cansh-action C® By: (Signature) QS�-- IVlC-�0,�� (Printed Name) Tittle: z S i (Itw Company Name: Venus CoifIlsir-"Ctilolm Co. Address: 1426 S Main Mansfield, TX 16063 Date. 09/06/2023 Developer: Bloomfield 11lames, I? By: (Signature) Clint Vincent (Printed Name) Title: V.P. of Land Company Name: Bloomfield Homes, ILP Address: Date: 1050 E. Hwy 114, mite 210 Soufi lake, TX 76092 09/06/2023 CITY OF FORT WORTH Hubm Trails, south Halco Strcet STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project 0104655 Revised June 16, 2016 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG20341219 IN: 1644Z11191 *14kyi1411,k11181:/_11[r 2M0:I:1001AE 'MN =F-A 911 k 907-3 N =11111J>1111WIN ADDITIONAL INSURED - LESSOR OF LEASED EQUIPMENT - AUTOMATIC STATUS WHEN REQUIRED IN LEASE AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. B. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement you have entered into with the additional insured; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 34 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG20381219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS FOR OTHER PARTIES WHEN REQUIRED IN WRITTEN CONSTRUCTION AGREEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured described in Paragraph 1. or 2. above. However, the insurance afforded to such additional insured described above: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for the person or organization described in Paragraph 1. above are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or CG 20 38 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall applicable limits of insurance. not increase the Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 38 12 19 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG20401219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS FOR OTHER PARTIES WHEN REQUIRED IN WRITTEN CONSTRUCTION AGREEMENT (COMPLETED OPERATIONS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured: additional insureds, the following additional 1. Any person or organization for whom you have exclusion applies: performed operations when you and such This insurance does not apply to: person or organization have agreed in writing "Bodily injury" or "property damage" arising out of in a contract or agreement that such person or the rendering of, or the failure to render, any organization be added as an additional insured professional architectural, engineering or on your policy; and surveying services, including: 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" performed for the additional insured described in Paragraph 1. or 2. above and included in the "products -completed operations hazard". However, the insurance afforded to such additional insured described above: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. CG 20 40 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall applicable limits of insurance. not increase the Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 40 12 19 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 19:IR24LIIBiel **14IT, l:1zkgo]:/_1►[r *a9:I=1aGIAl 'm"A_[ A:7r_1III III KOY_1N41111J1111IM111111 PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: 41PKG1991900 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION WHERE WAIVER OF OUR RIGHT TO RECOVER IS PERMITTED BY LAW AND IS REQUIRED BY WRITTEN CONTRACT PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE LOSS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - BLANKET This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM Under Covered Autos Liability Coverage, the Who is An Insured provision is amended to include as an "insured" the person or organization who is required under a written contract to be included as an "insured" under this policy, but only with respect to their legal liability for your acts or omissions or the act or omissions of a person for whom Covered Autos Liability Coverage is afforded under this policy. All other terms and conditions of this policy remain unchanged. Endorsement Number: OOCA0115001013 Policy Number: 41 PKG1991900 Named Insured: Venus Construction Co. Inc. dba Venus Construction Company This endorsement is effective on the inception date of this Policy unless otherwise stated herein Endorsement Effective Date: April 16, 2023 00 CA0115 00 10 13 Page 1 of 1 POLICY NUMBER: 41 PKG1991900 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION 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. A. The following is added to the Other Insurance B. The following is added to the Other Insurance Condition in the Business Auto Coverage Form Condition in the Auto Dealers Coverage Form and the Other Insurance — Primary And and supersedes any provision to the contrary: Excess Insurance Provisions in the Motor This Coverage Form's Covered Autos Liability Carrier Coverage Form and supersedes any Coverage and General Liability Coverages are provision to the contrary: primary to and will not seek contribution from This Coverage Form's Covered Autos Liability any other insurance available to an "insured" Coverage is primary to and will not seek under your policy provided that: contribution from any other insurance available 1. Such "insured" is a Named Insured under to an "insured" under your policy provided that: such other insurance; and 1. Such "insured" is a Named Insured under 2. You have agreed in writing in a contract or such other insurance; and a reement that this insurance would be 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". g primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc.,2016 Page 1 of 1 POLICY NUMBER: 41PKG1991900 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) 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. Named Insured: Venus Construction Co. Inc. dba Venus Construction Company Endorsement Effective Date: April 16, 2023 SCHEDULE Name(s) Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION WHERE WAIVER OF OUR RIGHT TO RECOVER IS PERMITTED BY LAW AND IS REQUIRED BY WRITTEN CONTRACT PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) POLICY NUMBER: 41 WC11991900 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 (®) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. 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: INCLUDED 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 April 16, 2023 Policy No. 41 WC11991900 Insured Venus Construction Co. Inc. Insurance Company Arch Insurance Company DATE OF ISSUE: April 16, 2023 Countersigned By Endorsement No. Premium INCL. WC420304B (Ed. 6-14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Policy Number: 414FP1991900 COMMERCIAL EXCESS LIABILITY CX243311 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): ANY ADDITIONAL INSURED. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Paragraph 8. of Section III — Conditions is replaced by the following: 8. Other Insurance a. This insurance is excess over, and shall not contribute with any of the other insurance, whether primary, excess, contingent or on any other basis. However: (1) This condition will not apply to other insurance specifically written as excess over this Coverage Part. (2) The insurance provided under this Coverage Part will not seek contribution from any other insurance available to an additional insured, provided that: (a) The additional insured is a Named Insured under such other insurance; (b) The additional insured is shown in the Schedule; and (c) You have agreed in writing in a contract or agreement that this insurance would not seek contribution from any other insurance available to the additional insured. When this insurance is excess, if no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. b. When this insurance is excess over other insurance, we will pay only our share of the "ultimate net loss" that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of the insurance provided under this Coverage Part; and (2) The total of all deductible and self -insured amounts under all that other insurance. CX 24 33 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG20341219 IN: 1644Z11191 *14kyi1411,k11181:/_11[r 2M0:I:1001AE 'MN =F-A 911 k 907-3 N =11111J>1111WIN ADDITIONAL INSURED - LESSOR OF LEASED EQUIPMENT - AUTOMATIC STATUS WHEN REQUIRED IN LEASE AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured any person(s) or organization(s) from whom you lease equipment when you and such person(s) or organization(s) have agreed in writing in a contract or agreement that such person(s) or organization(s) be added as an additional insured on your policy. Such person(s) or organization(s) is an insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). However, the insurance afforded to such additional insured: 1. Only applies to the extent permitted by law; and 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when their contract or agreement with you for such leased equipment ends. B. With respect to the insurance afforded to these additional insureds, this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement you have entered into with the additional insured; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall not increase the applicable limits of insurance. CG 20 34 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG20381219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS FOR OTHER PARTIES WHEN REQUIRED IN WRITTEN CONSTRUCTION AGREEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions; or b. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured described in Paragraph 1. or 2. above. However, the insurance afforded to such additional insured described above: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. A person's or organization's status as an additional insured under this endorsement ends when your operations for the person or organization described in Paragraph 1. above are completed. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to: 1. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: a. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or b. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. 2. "Bodily injury" or "property damage" occurring after: a. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or CG 20 38 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 b. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall applicable limits of insurance. not increase the Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 38 12 19 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG20401219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS FOR OTHER PARTIES WHEN REQUIRED IN WRITTEN CONSTRUCTION AGREEMENT (COMPLETED OPERATIONS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured: additional insureds, the following additional 1. Any person or organization for whom you have exclusion applies: performed operations when you and such This insurance does not apply to: person or organization have agreed in writing "Bodily injury" or "property damage" arising out of in a contract or agreement that such person or the rendering of, or the failure to render, any organization be added as an additional insured professional architectural, engineering or on your policy; and surveying services, including: 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above. Such person(s) or organization(s) is an additional insured only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" performed for the additional insured described in Paragraph 1. or 2. above and included in the "products -completed operations hazard". However, the insurance afforded to such additional insured described above: a. Only applies to the extent permitted by law; and b. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured. 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. CG 20 40 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable limits of insurance; whichever is less. This endorsement shall applicable limits of insurance. not increase the Page 2 of 2 © Insurance Services Office, Inc., 2018 CG 20 40 12 19 POLICY NUMBER: 41 PKG1991900 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 19:IR24LIIBiel **14IT, l:1zkgo]:/_1►[r *a9:I=1aGIAl 'm"A_[ A:7r_1III III KOY_1N41111J1111IM111111 PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 POLICY NUMBER: 41PKG1991900 COMMERCIAL GENERAL LIABILITY CG24041219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS SCHEDULE Name Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION WHERE WAIVER OF OUR RIGHT TO RECOVER IS PERMITTED BY LAW AND IS REQUIRED BY WRITTEN CONTRACT PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE LOSS. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against the person(s) or organization(s) shown in the Schedule above because of payments we make under this Coverage Part. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person(s) or organization(s) prior to loss. This endorsement applies only to the person(s) or organization(s) shown in the Schedule above. CG 24 04 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - BLANKET This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM Under Covered Autos Liability Coverage, the Who is An Insured provision is amended to include as an "insured" the person or organization who is required under a written contract to be included as an "insured" under this policy, but only with respect to their legal liability for your acts or omissions or the act or omissions of a person for whom Covered Autos Liability Coverage is afforded under this policy. All other terms and conditions of this policy remain unchanged. Endorsement Number: OOCA0115001013 Policy Number: 41 PKG1991900 Named Insured: Venus Construction Co. Inc. dba Venus Construction Company This endorsement is effective on the inception date of this Policy unless otherwise stated herein Endorsement Effective Date: April 16, 2023 00 CA0115 00 10 13 Page 1 of 1 POLICY NUMBER: 41 PKG1991900 COMMERCIAL AUTO CA 04 49 11 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION 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. A. The following is added to the Other Insurance B. The following is added to the Other Insurance Condition in the Business Auto Coverage Form Condition in the Auto Dealers Coverage Form and the Other Insurance — Primary And and supersedes any provision to the contrary: Excess Insurance Provisions in the Motor This Coverage Form's Covered Autos Liability Carrier Coverage Form and supersedes any Coverage and General Liability Coverages are provision to the contrary: primary to and will not seek contribution from This Coverage Form's Covered Autos Liability any other insurance available to an "insured" Coverage is primary to and will not seek under your policy provided that: contribution from any other insurance available 1. Such "insured" is a Named Insured under to an "insured" under your policy provided that: such other insurance; and 1. Such "insured" is a Named Insured under 2. You have agreed in writing in a contract or such other insurance; and a reement that this insurance would be 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". g primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc.,2016 Page 1 of 1 POLICY NUMBER: 41PKG1991900 COMMERCIAL AUTO CA04441013 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) 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. Named Insured: Venus Construction Co. Inc. dba Venus Construction Company Endorsement Effective Date: April 16, 2023 SCHEDULE Name(s) Of Person(s) Or Organization(s): ANY PERSON OR ORGANIZATION WHERE WAIVER OF OUR RIGHT TO RECOVER IS PERMITTED BY LAW AND IS REQUIRED BY WRITTEN CONTRACT PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE LOSS Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) POLICY NUMBER: 41 WC11991900 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 (®) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. 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: INCLUDED 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 April 16, 2023 Policy No. 41 WC11991900 Insured Venus Construction Co. Inc. Insurance Company Arch Insurance Company DATE OF ISSUE: April 16, 2023 Countersigned By Endorsement No. Premium INCL. WC420304B (Ed. 6-14) © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Policy Number: 414FP1991900 COMMERCIAL EXCESS LIABILITY CX243311 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL EXCESS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): ANY ADDITIONAL INSURED. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Paragraph 8. of Section III — Conditions is replaced by the following: 8. Other Insurance a. This insurance is excess over, and shall not contribute with any of the other insurance, whether primary, excess, contingent or on any other basis. However: (1) This condition will not apply to other insurance specifically written as excess over this Coverage Part. (2) The insurance provided under this Coverage Part will not seek contribution from any other insurance available to an additional insured, provided that: (a) The additional insured is a Named Insured under such other insurance; (b) The additional insured is shown in the Schedule; and (c) You have agreed in writing in a contract or agreement that this insurance would not seek contribution from any other insurance available to the additional insured. When this insurance is excess, if no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. b. When this insurance is excess over other insurance, we will pay only our share of the "ultimate net loss" that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of the insurance provided under this Coverage Part; and (2) The total of all deductible and self -insured amounts under all that other insurance. CX 24 33 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 0062 13 - 1 PERFORMANCE BOND Pagel of 2 SECTION 00 62 13 Bond Number: CA 5315577 PERFORMANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Venus Construction Co. , known as "Principal" herein and, Great American 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, Bloomfield Homes, LP , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Seven Hundred Fiftv Nine Thousand Eight Hundred Fortv Eisht & 00/100 Dollars 6759,848.00), 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 23-0115 ;and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 6th day of September , 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 Hulen Trails, South Hulen Street. 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. 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. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104655 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 2 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 6th day of September 2023. Witness as to Principal Witness as to Surety Jordan Pitts PRINCIPAL: Venus Construction Co. BY: ::5�)C& Vlkoel Signature — Name and Title Address: 1426 S Main St. Mansfield, TX 76063 SURETY: Great American Insurance Company Signature Lloyd Ray Pitts Jr - Attorney -In -Fact Name and Title Address: 301 E 4th Street Cincinnati. OH 45202 Telephone Number: 469-661-0314 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Hulen Trails, South Hulen Street City Project # 104655 0062 14 - 1 PAYMENT BOND Pagel of 2 SECTION 00 62 14 Bond Number: CA 5315577 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Venus Construction Co. known as "Principal" herein, and Great American Insurance Companv 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, Bloomfield Homes, LP , authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Seven Hundred Fiftv Nine Thousand Eight Hundred Fortv EiLyht & 00/100 Dollars ($759,848.00) , 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 23-0115 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 6th day of September , 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 as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Hulen Trails, South Hulen Street. 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. 103141CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104655 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 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. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6th day of September , 2023. ATTM: (Principal) Secretary "'t-1 I-%-- Witness as to Principa ATTEST: 1K & ' . , A� (Surety) Secretary Melissa Pitts Witness as to Surety Jordan Pitts PRINCIPAL: Venus Construction Co. BY:- \0 A4,6- Signature VeW' e s; A e w �— Name and Title I Address: 1426 S Main St. Mansfield, TX 76063 SURETY: Great American Insurance Company BY -1/-'rnat?Fr; , �z ' g Lloyd Ray Pitts Jr - Attorney -In -Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 Telephone Number: 469-661-0314 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 103141CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project 4104655 Revised January 31, 2012 GREAT AMERICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET • CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than TWO No.O 20935 POWER OFATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREAT AMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each individually if more than one is named, its true and lawful attomey-in-fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power LLOYD RAY PITTS, JR. BOTH OF BOTH WILLIAM D. BIRDSONG DALLAS, TEXAS $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10TH day of DECEMBER 2020 Attest GREAT AMERICAN INSU NCE COMPANY 0:;R_'� Assistant Secretory Divisional Senior- rice President STATE OF OHIO, COUNTY OF HAMILTON - ss: MARK VICARIO (877-377-2405) On this 10TH day of DECEMBER 2020 , before me personally appeared MARK VICARIO, tome known, being duly sworn, deposes and says that lie resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. SUSAN A K0111DRIT Notary Public State of Ohio °+ My Comm. Expires May 18, 2025 This Power ofAttorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9, 2008. RESOLVED: That the Divisional President, the several Divisional Senior Fite Presidents, Divisional Fice Presidents and Divisonai Assistant Vice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof- to prescribe their respective duties and the respective limits of their authority; and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretory of the Company may be a• f ued by facsinnile to any poirer of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American insurance Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9, 2008 have not been revoked and are now in full force and effect. Signed and sealed this 6th day of September 2023 Assistant Secretary S1029AH (03/20) . Great American Insurance Company of New York GREATAMERICAN Great American Alliance Insurance Company INSURANCE GROUP Great American Insurance Company IMPORTANT NOTICE: To obtain information or make a complaint: 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 at: P.O. Box 149104 Austin, TX 78714-9091 FAX: 1-512490-1007 Your notice of claim against the attached bond may be given to the surety company that issued the bond by sending it by certified or registered mail to the following address: Mailing Address: Great American Insurance Company P.O. Box 2119 Cincinnati, Ohio 45202 Physical Address: Great American Insurance Company 301 E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Claim office by: Fax: 1-888-290-3706 Telephone: 1-513-369-5091 Email: bor►dclaims@gaic.com PREMIUM OR CLAIM DISPUTES. - If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. F.9667A (J U/1 6) 0062 19- 1 MAINTENANCE BOND Page I of 3 Bond Number: CA 5315577 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Venus Construction Co. known as "Principal" herein and Great American 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, Bloomfield Homes, LP , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Seven Hundred Fiftv Nine Thousand Eight Hundred Fortv Eight & 00/100 Dollars ($759,848.00)) , 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 23-0115 ; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 6th day of September , 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 Hulen Trails, South Hulen Street, 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 Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104655 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104655 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6th day of September, 2023. 4t' itness as to Principal ATTEST: (Surety) Secreta n'..Melissa Pit s Witness as to Surety Jordan Pitts PRINCIPAL: Venus Construction Co. BY:� Signature �fl51� kc_Mc, Name and Title Address: 1426 S Main St. Mansfield, TX 76063 SURETY: Great American Insur ce Company B O �/ Z-t a —{% Lloyd Ray Pitts Jr - Attorney -In -Fact Name and Title Address: 301 E 4th Street Cincinnati, OH 45202 Telephone Number: 469-661-0314 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104655 Revised January 31, 2012 GREAT AMERICAN INSURANCE COMPANY® Administrative Office: 301 E 4TH STREET Y CINCINNATI, OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than TWO No.O 20935 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the GREATAMERICAN INSURANCE COMPANY, a corporation organized and existing under and by virtue of the laws of the State of Ohio, does hereby nominate, constitute and appoint the person or persons named below, each individually if more than one is named, its true and lawful attomey-in-fact, for it and in its name, place and stead to execute on behalf of the said Company, as surety, any and all bonds, undertakings and contracts of suretyship, or other written obligations in the nature thereof; provided that the liability of the said Company on any such bond, undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power LLOYD RAY PITTS, JR. BOTH OF BOTH WILLIAM D. BIRDSONG DALLAS, TEXAS $100,000,000 This Power of Attorney revokes all previous powers issued on behalf of the attomey(s)-in-fact named above. IN WITNESS WHEREOF the GREAT AMERICAN INSURANCE COMPANY has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 10TH day of DECEMBER 2020 Attest GREAT AMERICAN 1NSU NCE COMPANY L,,,'\fyYF � 4�._ C3 -t y4'yW Assistant Secretary Divisional Senior Vice President STATE OF OHIO, COUNTY OF HAMILTON - ss: MARK viCARio (877-377-2405) On this 10TH day of DECEMBER , 2020 , before me personally appeared MARK VICARIO, to me known, being duly swom, deposes and says that he resides in Cincinnati, Ohio, that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company, the Company described in and which executed the above instrument; that he knows the seal of the said Company; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by authority of his office under the By -Laws of said Company, and that he signed his name thereto by like authority. SUSAN A KOHORST Notary Public State of Ohio "°vi My Comm. Expires May 18, 2025 a 44"'�_Uy This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company by unanimous written consent dated June 9, 2008. RESOLVED: That the Divisional President, the several Divisional Senior rice Presidents, Divisional rice Presidents and Divisonal Assistant rice Presidents, or any one of them, be and hereby is authorized, from time to time, to appoint one or more Attorneys -in -Fact to execute on behalf of the Company, as surety, any and all bonds, undertakings and contracts ofsuretyship, or other written obligations in the nature thereof- to prescribe their respective ditties and the respective limits of their authority, and to revoke any such appointment at any time. RESOLVED FURTHER: That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney or certificate of either given for the execution of any bond, undertaking, contract of suretyship, or other written obligation in the nature thereof, such signature and seal when so used being hereby adopted by the Company as the original signature of such. officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed CERTIFICATION I, STEPHEN C. BERAHA, Assistant Secretary of Great American Insurance Company, do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of June 9, 2008 have not been revoked and are now in full force and effect. Signed and sealed this 6th day of September 2023 Assistant Secretary S1029AH (03/20) Great American Insurance Company of New York GREATlAMERICAN Great American Alliance Insurance Company INSURANCE GROUP Great American Insurance Company IMPORTANT NOTICE: To obtain information or make a complaint: 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 at: P.O. Box 149104 Austin, TX 78714-9091 FAX: 1-512490-1007 Your notice of claim against the attached bond may be given to the surety company that issued the bond by sending it by certified or registered mail to the following address: Mailing Address: Great American Insurance Company P.O. Box 2119 Cincinnati, Ohio 45202 Physical Address: Great American Insurance Company 301 E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Claim office by: Fax: 1-888-290-3706 Telephone: 1-513-369-5091 Email; borzdclaims@gaic.com PREMIUM OR CLAIM DISPUTES: If you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. F9667A (I0/16) PAVING SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Hulen Trails, South Hulen Street, City Project #104655 UNIT PRICE BID Project Item Information Gilco Bidlist Description Specification Unit of Bid Unit Price Bid Value Item Section No. Measure Quantity PavingQ Facilities 1 3211.1)400 Hydrated Lime CQ 36 lbs./S.Y. (Arterial) 3311 29 TON 115 $318.00 $36,570.00 2 3211.0501 6" Lime Treated Subgrade (Arterial) 3211 29 SY 6,396 $5.75 $36,777.00 3 3213.0104 9" Concrete Pavement (Arterial) 32 13 13 SY 6,041 $76.95 $464.854.95 4 3213.0506 P-1 Ramp 321320 EA 8 $3,110.00 $24,880.00 5 3291.0100 Topsoil 3291 19 CY 702 $70.00 $49,140.00 6 3292.0400 Seeding, Hvdromulch 32 92 13 SY 4,208 $1.89 $7,784.80 7 3441.4003 Furnish/Install Alum Sign Ground Mount Citv Std. 3441 30 EA 2 $415.00 $830.00 8 3471.0001 Traffic Control 3471 13 LS 1 $2,500.00 $2,500.00 9 9999.0001 10' Conc Sidewalk 00 00 00 LF 2,875 $70.65 $203,118.75 10 9999.0002 Remove Type III Barricade 00 00 00 I EA 1 $500.00 $500.00 11 9999.0003 Striping 00 00 00 I LS 1 $33,547.00 $33,547.00 12 9999.0004 R1-1 Stop Sign 00 00 00 I EA 1 $115.00 $115.00 13 9999.0005 R2-1 Speed Limit Sign I 00 00 00 I EA 1 $115.00 $115.00 14 9999.0006 St Marker Blade 1 00 00 00 I EA 4 $55.90 $223.60 15 9999.0007 Connect to Existing Pavement I 00 00 00 I EA 1 $500.00 $500.00 16 9999.0008 Remove Ex. Barbed-wire Fence I 00 00 00 LF 100 $6.00 $600.00 17 9999.0010 Sawcut, Remove, Replace Existing Pavement 1 00 00 00 I LF 94 $30.00 $2,820.00 18 9999.0011 Adiust EX. SS. M.H. RIM 1 00 00 00 I EA 5 $500.00 $2,500.00 Paving Facilities Subtotal $867,376.10 Bid Summary Pavinq Facilities Subtotal I $867:316.10 Total Bid $867376.101 Company: sContracting, Inc. By: Street Address: 6331 Southwest Boulevard City, State, Zip Code: Benbrook, TX 76132 Phone: 817-735-1600 Signature Title: Vice President, Operations Date: 09/06/2023 Contractor agrees to complete WORK for FINAL ACCEPTANCE within 55 =- working days CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH I Iukn Tads. South Hulm Street STANDARD CONSTRUCTION BID PROPOSAL -DEVELOPER AWARDED PROJECTS City Pmiest 9104655 Font Revised Jmuay 29, 2020 41Btd Pmpusal 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of I SECTION 00 4512 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvve" box provide the complete maior work tvve and actual description as provided by the Water Department for water and sewer and TPW for pavine. Contractor/Subcontractor Company Name Prequalification Expiration Date Concrete Construction/Reconstruction Gilco Contracting, Inc. 12/31/2024 (unlimited) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Gilco Contracting, Inc. 6331 Southwest Blvd. Benbrook, TX 76132 BY: (Signature) NAME/tLE: LA? -A cA- G Q en v OrGt o►'15 DATE: 09/06/2023 ' END OF SECTION CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS City Project #104655 Form Version September 1, 2015 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. 104655 . 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: Gilco Contractive_ . Inc. By: r V I C aA c, n Company 6331 Southwest Blvd. Signature: Address i (/ Benbrook, TX 76132 Title: City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared laloi� V r 1 Go UA Cn 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 Gilco Contracting, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 2023. EMMA TURNER Notary Public in and for the State of Texas Notary Public, state of Texas f=r' My Commission Expires August 12. 2025 -•,„ NOTARY ID 13326419 END OF SECTION CITY OF FORT WORTH Hulen Trails, South Hulett Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #104655 Revised April 2, 2014 00 52 43 - 1 Developer Awarded Project Agreement Page 1 or4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 09/06/2023 is made by and between the Developer, Bloomfield Homes, LP authorized to do business in Texas and Contractor, Gilco Contractine. Inc. , authorized to do business in Texas, acting by and through its duly authorized representative. 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: Hulen Trails, South Hrilen Street City Proiect #104655 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 55 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 !his 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 Two Hundred & Fifty Dollars ($250.00) 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 Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPLC (FICA ION DOCUMENT'S —I)AP City Project 9104655 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 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 Eight Hundred Sixtv Seven Thousand Three Hundred Seventv Six & 10/.100 Dollars ($867,376.10) 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 For1n(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 WOR111 Hulen •trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMf. NTS —DAP City Project *104655 Revised June 16.2016 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 part. 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 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 anv act, omission or negligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement are defined in Article ) of the Standard City Conditions of the Construction Contract for Developer Awarded Proiects. 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. CITY OF FORT WORTH Hulen Trails, South Hulen Street. STANDARD CONSTRICTION SP.rCIFICA'nON DOCUMENTS —DAP City Project 4104655 Revised June 16, 2016 005243.4 Developer Awarded Project Agreement Page 4 of 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Developer: Gilco Contracting, Inc. Bloomfield Homes, LP (Signature) Ao (Printed t,N-) ame Title: U i 1 � ;h Qy) Company Name: Gilco Contracting, Inc. Address: 6331 Southwest Blvd. Benbrook, TX 76132 Date: 09/06/2023 By: (Signature) Clint Vincent (Printed Name) Title: VP of Land Company Name: Bloomfield Homes, LP Address: 1050 E. Hwy 11.4, Suite 210 Southlake, TX 76092 Date: 09/06/2023 CITY OF FORTWORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project #1104655 Revised June 16,2016 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: Gilco Contracting, 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. WC2-Z91-473015-033 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC420601 (Ed. 7-84) Policy Number: AS7-Z91-473015-013 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 Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company 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 above. 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. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. Policy Number TB7-Z91-473015-023 Issued by Liberty Insurance Corp. 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 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. 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: Gilco Contracting, 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. WC2-Z91-473015-033 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC420601 (Ed. 7-84) Policy Number: AS7-Z91-473015-013 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 Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company 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 above. 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. LIM 99 0105 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc. with its permission. Policy Number TB7-Z91-473015-023 Issued by Liberty Insurance Corp. 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 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. SECTION 00 62 13 PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT § That we. Gilco Contracting, Inc. Liberty Mutual Insurance Company Bond #022236966 006213-1 PERFORMANCE BOND Pagel of 2 KNOW ALL BY THESE PRESENTS: , known as "Principal' herein and, 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, Bloomfield Homes. LP , authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, Eight Hundred Sixtv Seven Thousand Three Hundred Seventy Six & 10/100 Dollars ($867,376.10) , 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 23-0115 ;and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 6th day of September, 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 Hulen Trails. South Hulen Street. 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. 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. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104655 Revised January 31, 2012 0062 13 - 2 PERFORMANCE BOND Page 2 of 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 Rth day of ';Pptpmhpr , 2023. PRINCIPAL: Gilco Contracting, Inc. BY:�/�. �tgnature IfM v ` Leia McQuien, Vice President, Operations ipal Secretary Name and Title �1 _IL/ Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company BY: ,tin.w. 44niA Aature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Witness as to Surety Telephone Number: 214-989-0000 *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 Hulen Trails, South tlulen Street City Project N 104655 Bond #022236966 00 62 14 - 1 PAYMENTBOND Pagel or2 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Gilco Contractine. 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, Bloomfield Homes. LP , authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Eight Hundred Sixtv Seven Thousand Three Hundred Seventv Six & 10/100 Dollars ($867.376.10) , 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 23-0115 ; and WHEREAS, Principal has entered into a certain written Contract with Developer, awarded the 6th day of September , 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 as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Hulen Trails. South Hulen Street. 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. 103141CITY OF FORT WORTH Hulen Trails, South }lulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # ] 04655 Revised January 31,2012 006214-2 PAYMENTBOND Page 2 of 2 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. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6th day of September , 2023. ATTE�T: UJ ' � cipal) Secretary J�U ss as to Principal ATTEST: (Surety) Secretary Witness as to Surety PRINCIPAL: Gilco Contracting, Inc. a BY: WW fvyv_':�" Sijr(ature Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company BY: Signatufe Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 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. 103141CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104655 Revised January 31, 2012 Bond #022236966 0062 19 - 1 MAINTENANCE BOND Pagel of 3 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Gilco Contractine. 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, Bloomfield Homes. LP . authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Eight Hundred Sixtv Seven Thousand Three Hundred Seventy Six & 10/100 Dollars ($867.376.10) , 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 23-0115 ; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 6th day of September , 2023, which Contract is hereby referred to and a made part hereof for all purposes as if fillly 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 Hulen Trails. South Hulen Street, 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 WORTI-I I-lulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104655 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all Such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project #104655 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6th day of September , 2023. —9TTFf.1)T: V -) -- l�l pal) Slcre't<ary A4toi—ncipal ATTEST: PRINCIPAL: Gilco ContraLing,c. BY. tgnature Leia McQuien, Vice President, Operations Name and Title Address: 6331 Southwest Blvd. Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company BY: 42'4tu -1 re Sophinie Hunter, Attorney -In -Fact Name and Title 6,,^ Address: 2200 Renaissance Blvd., Suite 400 (Surety) Secretary King of Prussia, PA 19406 Witness as to Surety " Telephone Number: 214-989-0000 *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 mast be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project # 104655 Revised January 31, 2012 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 Liberty Mutual Insurance Company Mutual,, The Ohio Casualty Insurance Company Certificate No 8205467-022020 SURETY West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New 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.l. 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 attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of 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 Liberty Mutual Insurance Company P� \NSuR� P�tV INS& N \NS The Ohio Casualty Insurance Company J �J 2`pRP0q, C, yJ GORPOgq�gZ GP 4oRPo2� West American Insurance Company o m T 2 � 1912 " � h o 0 2 1919 � o a 1991 N Yd�9ss4 CHUS�o aD3 ZQ �HA MPS dD� fs NoIANP dD3 LG ���/� �%' (B m State of PENNSYLVANIA David M. Carey, Assistant Secretary 01 County of MONTGOMERY ss oOn this 23rd day of April 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance m 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. Z 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. to to _. °PaSrF roN1Vp� COlnnlomeallh of Pennsylvania - Notary Seal N O 4x oS ��e Teresa Pastafa, Notary Public O Q) C � O N (6 � c c- E& om >c oZ3 Z 0 CounlynQ/ Of My commisson expMonlgomory ires Marrh 26, 2025 By: ��t-� n num •4 •��e Commissiober 1126044 W o U C c w c E o io C)W �E:9 Z5 @i >of 0 a0 T—_ N (6 E E O N •%YI`rt" , Member. Pennsylvania Assoc21., of Notaries Teresa Pastella, Notary Public Q O +Ry V 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 Company, Liberty Mutual cocv Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: o (\I 11 ARTICLE IV -OFFICERS: Section 12. Power of Attorney 00 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 o President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety to CD 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 I 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 cc a) 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 m provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority 6 a ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. ILL 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. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 6th day of Septembe(- 2023 \NS�R V0 INSO \NSUR =`�0.PORyl�OR2R\ T 2400.PORq �R9y `P` pRPOgq ��fr� „1912y on o y1919� a 1991 on ~dul9sS4 CNUSZ0 w/AMPS�•�aO Y �NOiANP D3 By: ei1 * I P dyl * *aa * Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 0221 Liberty Mutual.., SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 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 (1 l 1- I A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: htta://www.tdi.texas.gov E-mail: ConsumerProtectionntdi.texas.gov 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. NP70680901 LMSA5292 10115 TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar at numero de telefono gratis para informacion o para someter una queja at 1-877-751-2640 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 at 1-800-252-3439 Puede escribir at Departamento de Seguros de Texas Consumer Protection (I I I -1 A) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: http://www.tdi.texas.aov E-mail: ConsumerProtection4..tdi.texas.gov DISPUTAS SOBRE PRIMAS O 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. LIGHTING SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Hulen Trails, South Hulen Street, City Project 4104655 UNIT PRICE BID Project Item Information IUC Bidlist Description Specification Unit of Bid Item P I Section No. i Measure I Ouantity Unit Price Bid Value Street Liqhtinp Facilities 1 2605.3011 2 CONDT PVC SCH 40 (T) 26 05 33 LF 1,585 $20.67 $32,761.95 2 3441.1408 NO 6 Insulated Elec Condr 3441 10 LF 4,755 $2.23 $10,603.65 3 3441.1633 Type 33B Arm 3441 20 EA 7 $383.00 $2,681.00 4 3441.3201 LED Lighting Fixture (R-2) 3441 20 EA 7 $355.00 $2,485.00 5 3441.3301 Rdwy Ilium Foundation TY 1,2, and 4 3541 20 EA 7 $1,773.00 $12,411.00 6 3441.3341 Rdwl Ilium TY II Pole 1 3441 20 EA 7 $2.756.00 $19,292.00 §tteet Lighting Subtotal $80,234.60 Bid Summa�v street Liqhtinq Facilities Total p $80,234.60 Total Bid I $80,234.60J Company: Independent Utility Construction, Inc. By: Wolfe e Street Address: 5109Sun Valley Drive City, State, Zip Code: Ft. Worth, TX 76119 Phone: 817-478 4444 Signa Title President Date: I-) Contractor agrees to complete WORK for FINAL ACCEPTANCE within 30 working days CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH Huleu Tntih, South Hulen Street STANDARD CONSTRUCTION BID PROPOSAL -DEVELOPER AWARDED PROJECTS Forth Revised January 29, 2020 City Project p 43_Did Propopo alsal 0045 12 DAP PREQUALIFICATION STATEMENT Page I of 1 SECTION 00 45 12 DAP — PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work Tvpe" box provide the complete maior work type and actual description as provided by the Water Department for water and sewer and TPW for Davina. Contractor/Subcontractor Company Name Prequalification Expiration Date Roadway and Pedestrian Independent Utility Construction, Inc. 02/27/2025 Lighting The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Independent Utility Construction, Inc. 5109 Sun Valley Drive Ft. Worth, TX 76119 CITY OF FORT WORTH BY: i and Wolfe Si ature) NAME/TITLE: Richard Wolfe, President DATE: _/ - i END OF SECTION STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 Hulen Trails, South Hulen Street City Project #104655 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I 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. 104655 . 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: Independent Utility Construction. Inc. Company 5109 Sun Valley Drive Address Ft. Worth, TX 76119 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By: Aichard Wolfe Signature: Title: President BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe. known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of Independent Utilitv Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. VEN UNDERMY HAND AND SEAL OF OFFICE this / — day of Al,yn 2023. `�ti',pY PVe i� CHRISTINA GARCIA Ncrfgrry Iyublic in and for the State of Texas ;hNotary Public, State of Texas Comm. Expires 12-20-2024 Notary 10 130940785 �r.t i li OF SECTION CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project #104655 Revised April 2, 2014 00 52 43. 1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on 09/06/2023 is made by and between the Developer. Bloomfield Homes, LP , authorized to do business in Texas and Contractor, Independent Utilitv Construction, Inc. , authorized to do business in Texas, acting by and through its duly authorized representative. 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: Hulen Trails. South Hulen Street CiA, Proiect #I04655 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 30 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 Two Hundred & Fifty Dollars ($250.00) 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 Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project # 104655 Revised June 16, 2016 00 52 43 -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 Eiehty Thousand Two Hundred Thirtv Four & 60/100 Dollars ($80,234.60) 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 Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project # 104655 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Paae 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. CITY OF FORT WORTH Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project # 104655 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 4 T6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Independent Utility Construction, Inc. By. (Signatur Richard Wolfe (Printed Name) Title: President Company Name: Independent Utility Construction, Inc. Address: 5109 Sun Valley Drive Ft. Worth, TX 76119 Date: 09/06/2023 �ttttliit7tltl L C' Developer: Bloomfield Homes, LP By. (Signature) Clint Vincent (Printed Name) Title: VP of Land Company Name: Bloomfield Homes, LP Address: 1050 E. Hwy 114, Suite 210 Southlake, TX 76092 Date: 09/06/2023 CITY OF FORT WORTS{ Hulen Trails, South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DAP City Project # 104655 Revised June 16, 2016 0061 13- 1 PI RFORNLWCE BOND Paee I ol'2 Bond No. 339737V SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Independent Utility Construction. Inc. , known as "Principal" herein and 8 Westfield Insurance Company a corporate surety(sureties, if more than one) duly 9 authorized to do business in the State of Texas; known as "Surety" herein (whether one or more), 10 are held and firmly bound unto the Developer, Bloomfield Homes. LP, authorized to do business in I I Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the 12 penal sum of, Eighty Thousand. Two Hundred Thirty_FOur Dollars & Sixty Cents ($80.234.60) 13 lawful money of the United States, to be paid in Fort Worth. Tarrant County, Texas for the 14 payment of which sum well and truly to be made, jointly unto the Developer and the City as dual 15 obliges, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and 16 severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 19 CFA Number 23-0155 ;and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the th day of September , 2013 which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 23 labor and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Street Liahtine Facilities for Helen Trails, 25 South Helen Street. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 28 perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to. and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. 32 33 CITY OF FORT- WORTH Ilulen Trails. South Hulen Street STANDARD CITY CONDITIONS — DEVEI.OPER AWARDED PROJECTS Citv Prgiect No. 104655 Revised Jamwry 31, 2012 0061 13-2 PERFORMANCE BOND PaLe 2 42 Bond No. 339737V I PROVIDED FURTHER, that if any legal action be tiled on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 8 instrument by duly authorized agents and officers on this the 6th day of September , L0 23. 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 ATT ST: 6itness incipal) Se etary titorgan Wolfe as o Principal .hris ma Garcia Witness a o Surety Elizabeth Gray Y PRINCIPAL: INDEPE T UTILITY CONST ' , ION. INC. BY: K621 Sig Sit ur Z ;--: � Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: Aj Kvle W. Sweenev. Attornev-in-Fact Name and Title Address: 955 Garden Park Drive. Suite 230 Allen. Texas 75013 Telephone Number: 972-516-2600 `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 Contact is awarded. CITY OP FORT WORTH Helen Trails. South Flulen Street STANDARD CITY CONDITIONS — DEVELOPER AWARDFD PROJECTS City Prgiect No 104655 Revised .Iunuary 31. 2012 0061 14- 1 PAVMENT BOND Pace 1 )12 Bond No. 339737V SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Indeoendent Utility Construction. Inc. , known as "Principal" herein, 8 and_ Westfield Insurance Company a corporate surety (or sureties if more than 9 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer Bloomfield Homes. LP. authorized to do I I business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of Fightv Thousand —Two Hundred Thirty-Fow_Dollars & Sixty Cents 13 ($80,234.60) lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, 14 for the payment of which sum well and truly be made jointly unto the Developer and City as dual 15 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities 19 Agreement, CFA Number 23-0115 ; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 6th day of September , 20 23 which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 24 said Contract and designated as Street LivlitiiM Facilities to serve Hulen Trails, South Hulen 25 Street. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. 31 32 CITY 01: FORT WORTI l I lulen Trails. South Iiulen Street STANDARD CITY CONDITIONS — DEVETOPFR AWARDED PROJECTS 01% Project No. 104655 Revised.lanuary 31.2012 2 3 d 5 6 7 8 9 10 11 12 13 0061 14-2 PAYMENT 130ND Paac 2 of 2 Bond No. 339737V 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. IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6tMay of September , 20 23 ATTEST: (P9cipall)ectetary Mor Ife Witness as to Principal Christina Garcia ATTEST: (Surety) Secretary Frank A. Carrino Witnesses to Surety Elizabeth Gray " PRINCIPAL: INDEPEN NT UTILITY CONST TION.INC/ BY: Sig is ur�� Richard Wolfe. President Name and Title Address: 5109 Sun Vallev Drive Fort Worth. Texas 76119, SURETY: WESTFIELD INSURANCE COMPANY. B Y : Si u Kvle W. Sweeney, Attorney -in -Fact Name and Title Address: 955 Garden Park Drive. Suite 230 Allen. Texas 75013 Telephone Number: 972-516-2600 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. EN D OF SECTION CITY OP FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PRO.IECTs Revised January 31. 2012 Hu1en Trails. South I lulen Street City Project No. 104655 0062 19- 1 MAINITNANCT; BOND Paso 1 o1'3 Bond No. 339737V I SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we independent Utility Construction, Inc. _. known as "Principal" herein and 9 Westfield insurance Company __, a corporate surety (sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), I I are held and firmly bound unto the Developer, Bloomfield 1-lomes. LP. authorized to do business 12 in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in 13 the sum of Eighty Thousand Two Hundred Thirt -Fotlr Dollars & Six v Cents ($80.234.60) 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 16 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 17 -jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA Number 23-0115 ; and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 6th day of September _, 20 23which Contract is hereby referred to and 24 a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 25 labor and other accessories as defined by law, in the prosecution of the Work, including any 26 Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 27 provided for in said Contract and designated as Street LightinL,Facilities to serve Hulen Trails, 28 South Hulen Street; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain tree from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTI I Bolen Trails. South Ilulen Street suNDARD CITY CONDITIONS — DEVELOPER AWARDED PRO.ii c`rs City Project No 104655 Rev tscd.lanuary 31.2012 0062 19.2 MAINTENANCE BOND I'ase '_ of 3 Bond No. 339737V I WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 NOW THEREFORE, the condition of this obligation is such that if- Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely I I noticed defective Work, it is agreed that the Developer or City may cause any and all Such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH I lulen Trails. South I lulcn Street STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Prolect No. 104655 Revised January 31. 2012 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 0062 19-3 MAINTriNANCE BOND Page 3 of 3 Bond No. 339737V IN WITNESS WHEREOF. the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 6th day of September ?0 23 ATTEST: (Principal cretary Morg e rtness as to Principal .hristina Garcia ATTEST: (Surety) Secretary Frank A. rino Witn ss to Surety Elizabeth Gray V PRINCIPAL: INDEPEINT UTILITY CONST TtON, INC. BY: t. Richard Wo)fe, President Name and Title Address: 5109 Sun Valley Drive Fort Worth, Texas 761 19 SURETY: WESTFIELD INSURANCE COMPANY BY: Ag"e Kyle W. Sweeney, Attornev-in-Fact Name and Title Address: 955 Garden Park Drive, Suite 230 Allen. Texas 75013 Telephone Number: 972-516-2600 *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 OI: FORT WORTT I STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised hniguy 31.2012 Hulen Trails, South Hulen Street City Project No. 104655 IMPORTANT NOTICE To obtain information or make a complaint You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 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: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httiD://www.tdi.state.tx.us E-mail: Consume rProtection(a)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 Westfield Insurance Company and/or Ohio Farmers Insurance Comapny first. If the dispute is not resolved, You may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 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: htti)://www.tdi.state.tx.us E-mail: ConsumerProtection(cr�.tdi.state. tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield Insurance Company / Ohio Farmers Insurance Company primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARING THIS SAME POWER # AND ISSUED PRIOR TO OB/23123, FOR ANY PERSON OR PERSONS NAMED BELOW. General POWER NO. 4220052 06 Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. CERTIFIED COPY Ohio Farmers Insurance Co. Westfield Center. Ohio Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its principal office in Westfield Center. Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, DAVID SWEENEY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship in any penal limit. - - - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind anv of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorneys) -in -Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver. any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by the President and sealed and attested by the Corporate Secretary." Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.- (Each adopted at a meeting held on February B, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their National Surety Leader and Senior Executive and their corporate seals to be hereto affixed this 23rd day of AUGUST A.D., 2023 . •HMIy„ ,,,1.•llll,l, . Corporal +`\aSURAR/C•• ,,.`IFS\<)Nt/s;V'• WESTFIELD INSURANCE COMPANY Aftixed�.++saxx. ii'L n : o; S ='•1er•� OHIO FWESTFIELD ARMERSIIONAL INSURANCE NSURANCECOMPAOMPANY ' M t �L.t�i.L � � u � '.�� � GNARTfRfp s =,. :l SEAL 1848 State of OhiownNe "" By: �j County of Medina ss.: Gary W. [Stumper, National Surety Leader and Senior Executive On this 23rd day of AUGUST A.D., 2023 , before me personally came Gary W. Stumper to me known, who, being by me duly sworn, did depose and say, that he resides in Medina, OH; that he is National Surety Leader and Senior Executive of WESTFIELD INSURANCE COMPANY. WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument: that he knows the seals of said Companies: that the seals affixed to said instrument are such corporate seals: that they were so affixed by order of the Boards of Directors of said Companies: and that he signed his name thereto by like order. Notarial Seal "Rt A L ''•. ��I� Affixed �p'•�\�i��/// SF •: 0:=,•, �= State of Ohio 'so David A. Kotnik, Attorney at Law, Notary Public County of Medina ss.: 9 ~ My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) reOFo I. Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies. which is still in full force and effect: and furthermore, the resolutions of the Boards of Directors. set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this 6til day of SeptemberA.D-- 2023 •\�SYA(pc",, -A�C?NP,( r�'•.' 1NS`U "% � SEAL ti SEAL _ 04. i : In ; '�• �_ s, Q Secretary 1848 ,x •..••.. �* Frank A. Carrino, Secretary `"�»,...�.. 111 #,,,, �'%,.,»:..-.»...•• ,.:. BPOAC2 (combined) (03-22) STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology..........................................................................................................1 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards.....................................................................................................................6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work...............................................................................................28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays..........................................................................................................................................28 Article I I - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work........................................................................................................................... 29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work.......................................................................................................................30 11.05 City May Stop the Work............................................................................................................. 30 11.06 Correction or Removal of Defective Work................................................................................30 11.07 Correction Period........................................................................................................................30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work....................................................................................................................33 13.01 City May Suspend Work............................................................................................................ 33 Article 14 - Miscellaneous ......................................... 14.01 Giving Notice ......................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 34 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings......................................................................................................................................35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions In. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verb that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6: 00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p. m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) ,$1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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) ❑x Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ® Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a parry in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 DIVISION O1 GENERAL REQUIREMENTS 011100-1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #104655 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #104655 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN #104655 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 4 The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 0131 19- 1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY A. Section Includes: Pagel of 3 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 0131 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment J. Questions or Comments CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 0131 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] I Biel ZI] OM 014011130 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Pagel of 2 SECTION 0132 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] INei 1ZIIwBlomIfflei Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 SECTION 0133 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 013300-1 DAP SUBMITTALS Page 1 of 8 General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 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 '/z inches x 11 inches to 8 '/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names o£ a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data I . For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 01 33 00 - 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August 30, 2013 0135 13- 1 DAP SPECIAL PROJECT PROCEDURES SECTION 0135 13 SPECIAL PROJECT PROCEDURES PART1- GENERAL 1.1 SUMMARY A. Section Includes: Page 1 of 7 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 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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. 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 0131 13 E. Water Department Coordination 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 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 CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August, 30, 2013 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 3) Date of the interruption of service 4) Period the interruption will take place 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) 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 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. 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. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1.4 SUBMITTALS [NOT USED] 1.5 ACTION SUBMITTALSANFORMATIONAL 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] I Biel 1ZII OM 014011130 Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August, 30, 2013 013513-6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits 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.> m 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August, 30, 2013 0135 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 EXHIBIT B FORT WORTH Daft: DOE NO. XXXX Pmjea name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. South Hulen Street CITY OF FORT WORTH CPN# 104655 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised March 20, 2020 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised JULY 1, 2011 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised JULY 1, 2011 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised July 1, 2011 01 55 26 - 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised July 1, 2011 0157 13- 1 DAP STORM WATER POLLUTION PREVENTION Pagel of 3 SECTION 0157 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control nmmiulolw.lelIII7M/uIoleoM'alle0Ip111;79*1 A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised July 1, 2011 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1XIMIt1:307I10K11M A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised July 1, 2011 0157 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised July 1, 2011 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httvs:Hapes.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 0133 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN # 104655 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN # 104655 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements L2 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Pagel of 4 SECTION 0170 00 MOBILIZATION AND REMOBILIZATION PART1- GENERAL 1.1 SUMMARY A. Section Includes: Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobilization" in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section I.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price per each "Work Order Emergency Mobilization" in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application Page 4 of 4 CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017123-1 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a. Certificate must be sealed by a registered professional land surveyor in the State of Texas. CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017123-2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 B. Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a. Contact City's Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor's neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B. Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a. Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c. It is the Contractor's responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. General a. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a) Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet (2) Horizontal and vertical points of inflection, curvature, etc. (All CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017123-3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c) Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c. Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor's use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017123-4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. It is the Contractor's responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH South Hulen Street STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 74 23 - 3 DAP CLEANING Page 3 of 4 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Pagel of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. fKIM-1111:3uI10ky.3M A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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 USEDI 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Pagel of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 %2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 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. 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 £ 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Pagel of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION 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 Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 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] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP Application CITY OF FORT WORTH Hulen Trails, S. Hulen St STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN #104655 Revised April 7, 2014 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. killproval SpecI. Classsification Manufacturer Model1. National Spec Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 07/23/97 33 05 13 Urethane Hydrophilic Watcrstop Asahi Kogyo K.K. Adeks Ultra -Seal P-201 ASTM D2240/13412/13792 I 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 I I 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 2504G Gasket ASTM C-443/C-361 SS MH I I 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non -traffic area I I 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidScal Manhole Encapsulation System I Water & Sewer - Manholes & Bases/Fiberalass 33-39-13 (1/8/13) 1/1119 33 39 13 Fiberglass Manhole Fluid Containment, Knc. Flowtitc ASTM 3713 Non -traffic area I 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 IManhole Framu and Covers I Western Iron Works, Bass & Hays Foundry I tool 24"x40" WD * 33 05 13 Manhole Frames and Covcvs Westcrn Iron Works, Bass & Hays Foundry 30024 24" Dia. I 33 OS 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. I 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dig. I 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N I 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N I 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. I 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. I 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. I 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. I 01/31/06 33 05 13 30" Dia, MH Ring and Cover East Jordan Iron Works V 1432-2 and V 1483 Designs AASFITO M306-04 30" Dia. I 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651 FWN & MH16502 30" Dia I 07/19/11 33 05 13 30" Dia, MH Ring and Cover Star Pipe Products MR32FTWSS-DC 30" Dia I 08/10/11 33 05 13 30" Dia, MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly l0/l4/l3 33 01 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lmk/MPIC/T-Gasket ASSFITO MI 05 & ASTM A536 30" Dia I 06/01/17 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia, CAP-ONE-30-FTW, Compos tc, w/ Leek 0111111 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. I 10/07/21 3405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30') Frame and Cover 30" Dra. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) 33 05 13 Manhole Frames and Covers Pant-A-Mousson Pamtight 24" Dia. I3305 13 Manhole Frames and Covers Neenah Casting 24" Dia. I3305 13 Manhole Frames and Covers Western Iron Works,Bass & Haw Foundry 300-24P 24" Dia. I * 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. I 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. I 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 long and Cover ASTM A 48 24" Dia Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Condon Com SPL Item #49 ASTM C 478 48" I * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C443 48" I I 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone I I 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" I I 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Dram w 24" Rung I I06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer9Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" I I 09/06/19 33 3920 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" LD Manhole w/32" Cone ASTM C-76 60" & 72" I I 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I D. Manhole w/32" Cone ASTM C-77 48" I I 10/07/21 33 3920 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I I 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas I ASTM C-478; ASTM C-923; 03/07/23 1 33 3920 Manhole. Precast Concrete I AmcriTex Pine and Products- LLC 1 48" & 60" LD. Manhole w/32" Cone ASTM C-443 04/28/07 1 IManh,,IC, Precast (Reinforced Polyincr) Concrete I Amitech USA I Meyer Polycrctc Pipe * E1-14 Manhole Rehab Systems Quadex 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Rclincr MSP E I-14 Manhole Rehab Systems AP/M Permafortn 4120101 EI-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies I Vinyl Polyester Repair Product Misc. Use * From Original Standard Products List FORT WORTH, Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a basis. Special beddin¢ may be required for some Updated: 03/07/2023 I 01111111 E I-14 Manhole Rehab Svst.ms Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 I I 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) Structures Only I I 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, SIBB, SI, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I a., ,a,»., ....o<, inu�pP���.u�K ap�ay re.—��c � i,.1lo—i co, 03/19/18 33 39 20 Coating for Corrosion protection(Exterior) Sherunn William s Grade (Asphatic Emulsion) Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. I * 3305 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. I I * 3305 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. I I09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia I I 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia I Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Ca.. Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) f Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pities/Ductile Iron 33-11-10(1/8/13) I * 33 11 10 Ductile Iron Pip. Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AW WA C150, C151 3" thin 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C151 4" thm 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C150, C151 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AW WA C150, C151 I Water & Sewer - Utility Line Marker (08/24/2018) I Sewer - Coatings/Epoxy 33-39-60 (01/08/131 02/25/02 Epoxy Lining System Sauercisen, Inc Se —Gard 210RS LA County #210-1.33 I 12/14/01 Epoxy Lining System Ertech Technical Coatings Enech 2030 and 2100 Series I I 04/14/05 Interim Ductile Iron Pipe Coating Induron Priamto 401 ASTM B-117 Ductile Iron Pipe Only I I01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, SIIIB, Sl, S2 Acid Resistance Test Sewer Applications I I8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications I Sewer - Coatings/Polyurethane 11/21/11 1 33-31-11 I Air Pet.... Valve I A.R.I. USA, Inc. I D025LTP02(Composite Body) E1-04 [Cone. one. Pipe, Reinforced Wall Concrete Pipe Co Inc. ASTM C76 E t-04 onc. Pipe, Reinforced Hydro Condon Corporation Class III T&G, SPL Item #77 ASTM C 76 E I-04 onc. Pipe, Reinforced Hanson Concrete Products ASTM C 76 EI-04 Pipe, Reinforced Concrete Pipe & Products Co Inc ASTM C 76 System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously I onnell Systems McLat Construction Polyethylene Houston, Texas Apmoved Previously I Systems Ttenchless Replacement System Polyethylene Calgarv, Canada Approved Previously I I 7111111 I 03/22/10 04/09/21 33 31 13 3331 13 33 31 13 I. Cast Fiberglass (FRP) Fiberglass Pipe (FRP) Glass -Fiber Reinf ced Polymer Pipe (FRP) Hobas Pipe USA, Inc. Ameron Thompson Pipe Group Hobas Pipe (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe Flowtite) ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 I I 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberetrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - Pipe/Polymer Pipe 4/14/05 I06/09/10 Polvmer Modified Concrete Pipe EI-9 Reinforced Polymer Concrete Pipe Sewer - Pipes/HDPE 33-31-23(1/8/13) Amitech USA US Composite Pipe Meyer Polycrete Pipe Reinforced Polvmer Concrete Pipe ASTM C33, A276, F477 8" to 111", Class V ASTM C-76 * From Original Standard Products List CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some Approval1' I. Classsification Manufacturer Model1National * High -density polyethylene pipe Phillips Dnscopipe, Inc Opticore Ductile Polyethylene Pipe ASTM D 1248 * High -density polyethylene pipe Plexco Inc. ASTM D 1248 * High -density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 High -density polyethylene pipe CSR Hydro Conduit/Pipelme Systems McConnell Pipe Enlargement ASTM D 1248 12/02/11 33-II-12 DR- 14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thin 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thin 12" Sewer - Pipes/PVC* 33-31-20 (7/1/131 * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co., Inc. (1M Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Comoration SDR-26 ASTM D 3034 4" thin 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thin 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thin 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Commation "S" Gravtty Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe 1-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer Pa e Piq life Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" * 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Finings ASTM D 3034 3/19/2018 33 3120 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 3/19/2018 33 3120 PVC Sewer P fe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 3120 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 11" 10/22/2020 33 3120 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 11" 10/21/2020 33 3120 PVC Sewer Pipe NAPCO(Westlake) SDR 26/35 PS 115/46 ASTM F-679 18"- 36" * Cured in Place Pipe 1-muirm Texark, Inc ASTM F 1216 OS/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASF-12161.1K3 OS/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technol" (Inhner USA) Inliner Technology ASTM F 1216 Sewer - Pipes/L.hab/Fold & Farm * Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe lnsituform Technologies, Inc. lnsituform "NuPipe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultratiner PVC Alloy Pmeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Gwen Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carton Vylon H.C. Closed Profile Pipe, ASTM F 679 1811 to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 1811 to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drmnage Systems (ADS) S- Tite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72" * From Original Standard Products List FORT WORTH, Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Water - ADDur(enances 33-12-10 (07/01/131 i 01/18/18 33-12-10 Double Strap Saddle Romac 08/28/02 Double Strap Saddle Smith Blair 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 10/27/87 Curb Stops -Ball Meter Valves McDonald 10/27/87 Curb Stops -Ball Meter Valves McDonald 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. on a proiect specific basis. Special bedding may be required for some 202NS Nylon Coated AW WA C800 #317 Nylon Coated Double Strap Saddle DR2S Double (SS) Strap DI Saddle AW WA C800 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 6100M,6100MT & 610MT 4603B, 4604B, 6100M, 6100TM and 6101M FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 Updated: 03/07/2023 ipes. 1"-2" SVC, up to 24" Pipe I "-2" SVC, up to 24" Pipe 1"-2" SVC, up to 24" Pipe 3/4" and I" 1 %" and 2" FB600-6-NL, FB1600-6-NL, FV23-666-W- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, L22-66NL AWWA C800 1-1/2" FB6004-NL, FB1600-4-NL, B11-444-WR- 1111018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. NL, B22444-WR-NL, L28-44NL AWWA C800 1" B-25000N, B-24277N-3, B-20200N-3, H. AWWA C800, ANSF 61, 1/25/2019 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, , H-1552N, H142276N ANSI/NSF 372 2" B-25000N, B-20200N-3, B-24277N-3,H- AWWA C800, ANSF 61, 1111.1. 33-12-10 Carb Stops -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. 9406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steep JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steep Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Piastres Inc. DFW37C-12-lEPAFFTW Plastic Meter Box w/Composite Lid DPW Piastres Inc. DFW39C-12-lEPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-lEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts. Nuts, and Caskets 33-11-05 (01/08/13) P., Water - Combination Air Release 33-31-70 (01/08/13) E 1-1 l Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class $ ASTM A 1" & 2" * El-I1 Combination An Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" * Et -It Combination Au Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" er - Dry Barrel Fire Hvdrants 33-12-40 (01/15/14) 10/01/87 E-1-12 Dry Buret Fire Hydrant American -Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry But Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 0.187 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 Shop Drawings No. 6461 10/14/97 E-1-12 Dry Barrel Fire Hydrant Mueller Company A-423 Centurion AWWA C-502 01/15/88 EI-12 Dry Barrel Fire Hydrant Mueller Company A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No, 110251 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) I Waterous Pacer WB67 AW WA C-112 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List FORT WORTH, CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding maybe required for some pipes. Approval 1' I. Classsification Manufacturer Model1National ( Water - Pines/PVC (Pressure Water) 33-31-70 (01/08/13) X 1 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 ASTM D1784 V-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 I6"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 3311 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24-- AWWA C900-16 UL 1285 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 ANSI/NSF 61 4"-28" FM 1612 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 ° 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Weatlake) DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pines/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/131 07/23/92 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C110 * EI-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Finings AW WA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fillings, SSB Class 350 AWWA C 153, C 110, C III 08/11/98 EI-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 EI-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AW WA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AW WA C111/C153 4" to 36" 05/14/98 EI-24 PVC Joint Restraints Ford Meter Box Co1Uni-Flange Uni-Flange Series 1500 Circle -Lock AW WA C111/C153 4" to 24" 11/09/04 EI-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe) AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AWWA C111/C116/C153 4" to 24" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AW WA C111/C153 4" to 10" 03/06/19 33-11-I1 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA C111/C153 4" to 12" 08/05/04 EI-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AW WA CI11/C153 12" to 24" 08/10/98 EI-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWAC153 4"-24" 10/12/10 EI-24 Interim Restrained Joint System S & B Techncial Products Bulldog System( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 EI-07 Mechanical Joint Fillings SIP Industries(Serampore) Mechanical Joint Fittings AW WA C153 4" to 24" 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW WA CI I I 11/07/16 33-11-I1 Mechanical Joint Retainer Glands Stu Pipe Products, Inc. DIP Stargrp Series 3000 ASTM A536 AW WA C1 11 EZ Grip Joint Restraint (EZD) Black For DIP .3/11/18 334141 Mechanical Joint Retainer Glands SIP Industries(Serampore) ASTM A536 AW WA C1 11 3"-48" EZ Grip Joint Restraint (EZD) Red for C900 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" 03/19/18 33-I1-I1 Mechanical Joint Retainer Glands SIP Industries(Serampore) nc vuP J V°��,noa1-�n._7 neLL 1Vf *Vv ASTM A536 AW WA Cl l I 16'-24" Water - Piues/Valves & Fittintis/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing 9 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Sens 2536 AW WA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AW WA C515 16 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AW WA C515 42" and 48" 05/23/91 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16 01/23/03 Resilient Wedge Gate Valve Mueller Co. Senes A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 EI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4-12" 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" * EI-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metrosea1250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works) EJ I'l—Master Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16' * From Original Standard Products List FORT WORTH, Note: All water or CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST than 15 inch diameter shall be approved for use by the Water Department on a basis. for some Updated: 03/07/2023 * E I-30 Rubber Seated Butterfly Valve Henry Pratt Co. AW WA C-504 24" * EI-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/11/99 EI-30 Rubber Seated Butterfly Valve De=k Valves Co. AW WA C-504 24" and larger 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Coro. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AW WA C-504 24" to 48" 03/19/18 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AW WA C504 Butterfly Valve AW WA C-504 30"-54" Water - PolvetFvlene Encasement 33-11-10 (Ol/2LjL ILI 05/12/05 H.I-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 and LLD 05/12/05 E I-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind Standard Hardware AW WA C105 8 and LLD 05/12/05 EI-13 Polyethylene Encasment AEP Industries Bullstrong by Cowmwn Bolt & Gasket AW WA C105 8 mil LLD 09/06/19 33-I1-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AW WA C105 8 and LLD Water - Samplin !.Station 03/07/23 1 33 12 50 1 Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury %a shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System 04/09/21 Automated Flushing System Mueller Hydroguard HG2-A-iN-2-PVC0I8-LPLG(Pcrmancnt) Kupf le Foundry Company Eclipse 49800wc 1 04/09/21 (Automated Flushing System Kupfle Foundry Company Eclipse 49700 (Portable) * From Original Standard Products List FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete 9/9/2022 03 3000 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big D Concrete 5/2/2023 32 13 13 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Borneo Texas 9/9/2022 03 30 00 Mix Design Barren Texas 9/9/2022 03 30 00 Mix Design Borneo Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Borneo Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumeo Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 4/l/2023 03 34 16 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 3000 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 3000 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 3000 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design CharlgN Concrete 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix 9/9/2022 03 30 00 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 0IJAF382 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 IOOO0001737 4500 psi Concrete for Hand Placed Paving D10000001791 4500 psi Concrete for Hand Placed Paving D 10000001793 4500 psi Concrete for Hand Placed Paving D10000001103 4500 psi Concrete for Hand Placed Paving D IOOO0002107 4500 psi Concrete for Hand Placed Paving D10000001273 4500 psi Concrete for Hand Placed Paving D 10000001617 3600 psi Concrete for Machine Placed Paving D10000008381 4500 psi Concrete for LIES Paving DIOOO0009857 50 psi Flowable Fill - CLSM DIOOO0001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter DIOOOOO1043S 3000 psi Concrete for Sidewalks, Curbs D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps DIOOOOO1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking DIOOO0001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking DIOOO0001083S 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 DIOOO0005751 750 Psi Concrete Base for Trench Repair D 10000001681 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 CM14520AE 4500 psi Concrete for Hand Placed Paving 452065-1 4500 psi hand placed paving 450065-1 4500 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 30U1O1AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls, Collars 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations O8Y450BA 800 psi Concrete Mix for Base for Trench Repair OIY690BF 100 psi Concrete Mix for Flowable Fill lOYH50BF 1000 psi Concrete Base Material for Trench Repair 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 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 Dram 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 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete (Continued) 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA25II 3000 psi Concrete for Rip -Rap 9/9/2022 03 30 00 Mix Design City Concrete Company 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 30 00 Mix Design City Concrete Company 45NG251I 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design City Concrete Company 50QG25II 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 30 00 Mix Design City Concrete Company 45NA20II 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 36JAOOIJ 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design City Concrete Company 40LA2011 4000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 30 00 Mix Design City Concrete Company CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations 5/5/2023 03 30 00 Mix Design City Concrete Company CSSQA25OAG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 0334 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 330-58 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 264-N 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 366 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370-lNC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 375-NC 5000 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 30 00 Mix Design Cow Town Redi Mix 357 3600 psi Concrete Mix for Valley Gutters 6/21/2023 03 30 00 Mix Design Cow Town Redi Mix 360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation 1/18/2023 03 30 00 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2M11NR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 2MWR-IOMQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 30 00 mix Design Ingram Concrete & Aggregates IOLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOR, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 5507 4500 psi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Design Holcim - SOR, Inc. 3741 100 psi concrete for Bowable fill/CSLM 9/9/2022 04 30 00 Mix Design Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Design Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 4/7/2023 03 30 00 Mix Design Liquid Stone C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 30 00 Mix Design Liquid Stone C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach 4/7/2023 03 30 00 Mix Design Liquid Stone C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations 1/24/2023 03 3000 Mix Design Liquid Stone C451DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta FLOW25A 50 psi Concrete for Flowable Fill/CLSM 9/9/2022 03 30 00 Mix Design Martin Marietta R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 30 00 Mix Design Martin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 30 00 Mix Design Martin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 30 00 Mix Design Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141N27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IK30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 34 13 13 Mix Design Martin Marietta R2146P36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Paving 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Ramps 11/2/2022 32 13 13 Mix Design Martin Marietta R214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 30 00 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 30 00 Mix Design Martin Marietta R2146042 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146242 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta D9493SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 13 20 Mix Design Martin Marietta 112136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/1/2023 03 30 00 Mix Design Martin Marietta R2146P33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 30 00 Mix Design Martin Marietta R2146033 4,000 psi Concrete for Riprap 4/7/2023 32 1320 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R216IK70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving 4/1/2023 03 30 00 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Walls 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 30 00 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Riprap FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 5/3/2023 03 30 00 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/l/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ramps 6/27/2023 03 30 00 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 30 00 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 30 00 Mix Design Martin Marietta U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 30 00 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 30 00 Mix Design Martin Marietta R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving 8/30/2023 03 30 00 Mix Design Martin Marietta R2141R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Design Martin Marietta Q214IR27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving 9/9/2022 32 13 20 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Inlets 9/9/2022 03 30 00 Mix Design NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/12/2023 03 30 00 Mix Design NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Design NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL / 150 psi concrete for Flowable 7/10/2023 03 30 00 Mix Desing Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 7/10/2023 32 13 13 Mix Design Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi Concrete for Hand Placed Paving 1/24/2023 03 30 00 Mix Design Rapid Redi Mix RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi Concrete for Strom Drain Structures 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 30 00 Mix Design Rapid Redi Mix RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 3000 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 30 00 Mix Design Redi-Mix VOR 1524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 34 13 Mix Design Redi-Mix FOC 10021 215 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OJ11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Redi-Mix 10J11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OL11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 9/9/2022 03 30 00 Mix Design Redi-Mix 10L11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 30 00 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 30 00 Mix Design Redi-Mix 1 OL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 30 00 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix IOLI15E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 30 00 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 03 34 13 Mix Design Redi-Mix F35238VN 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix FOD138VM 100 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Redi-Mix 10J11554 3000 psi Concrete Mix for Rip -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix P0G138K9 1000 psi Concrete Mix for Trench Repair Base Material 9/9/2022 03 3000 Mix Design Redi-Mix 1 OK11524 3600 psi Concrete Mix for Encasement 9/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 1 ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 50KI 1524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 10M115134 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 30 00 Mix Design Redi-Mix 1 OM 11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1 OM 11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Redi-Mix 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 3000 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 10K115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 30 00 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CIP Storm Drain Structures 12/5/2022 03 30 00 Mix Design Redi-Mix 1OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 3000 Mix Design Redi-Mix 80LI15135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 30 00 Mix Design Redi-Mix 1ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 0334 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 0334 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 9/9/2022 03 30 00 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design SRM Concrete 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Concrete(Continued) 10/10/2022 03 3000 Mix Design SRM Concrete 35000 3600 psi Concrete for Sewer Manholes 10/10/2022 03 30 00 Mix Design SRM Concrete 35300 3600 psi Concrete for Swere Manholes 9/9/2022 03 3000 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 30 00 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 3000 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1/13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 30 00 Mix Design SRM Concrete D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi (@ 3-days) psi HES Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill - CLSM 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 30 00 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 30 00 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 30 00 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 270.230 5000 psi Concrete for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 9/9/2022 03 30 00 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations Ask ai Pa�'m{ 9/9/2022 3217 2 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 11/26/2022 32 12 16 Mix Design 12/5/2022 33 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design 9/9/2022 32 12 16 Mix Design Detectable Warning Surface 9/9/2022 32 1320 DWS - Pavers 9/9/2022 32 1320 DWS - Pavers 9/9/2022 32 1320 DWS - Composite 9/9/2022 32 1320 DWS - Composite 4/7/2023 32 1320 DWS - Pavers Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface Austin Asphalt DA5D135965 PG64-22 Type D Fine Surface Austin Asphalt FT5B117965 PG64-22 Type B Fine Base Austin Asphalt FTIBI39965 PG64-22 Type B Fine Base Austin Asphalt FT1B117.2 PG64-22 Type B Fine Base Reynolds Asphalt 1901D PG64-22 Type D Fine Surface Reynolds Asphalt 1112B PG64-22 Type B Fine Base Reynolds Asphalt 1612B PG64-22 Type B Fine Base Sunmount Paving 341DV6422 PG64-22 Type D Fine Surface Surmount Paving 340DV6422 PG64-22 Type D Fine Surface Sunmount Paving 3076BV6422 PG62-22 Type B Fine Base Sunmount Paving 341-BF AP6422ERG PG64-22 Type B Fine Base TXBIT 37-211305-20 PG64-22 Type B Fine Base TXBIT 44-211305-17 PG64-22 Type B Fine Base TXBIT 211305 (1757) PG64-22 Type B Fine Base TXBIT 222475 (1857) PG64-22 Type D Fine Surface TXBIT 29-222475-19 PG64-22 Type D Fine Surface TXBIT 1-222475-20 PG64-22 Type D Fine Surface TXBIT 64-224125-18 PG70-22 Type D Fine Surface TXBIT 12-222475-19 PG64-22 Type D Fine Surface Pine Hall Brick (Winston Salem, NC) Tactile Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers Engineered Plastics, Inc. (Williamsville. Armor Tile ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver ADA Solutions (Wilmington, MA) Detectable Warning Pavers FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT Approval Spec No. STANDARD PRODUCTS LIST AS OF 10/04/2023 Classification Manufacturer Model No. National Spec Silicone Joint Sealant 9/9/2022 132 13 73 Joint Sealant Dow 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Tremco 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Pecom 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 1373 Joint Sealant Crafco RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 3305 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 3305 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 3305 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD) MHRC #220605 (Size - **24" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frame Neenah Foundry NF-1930-30 (Size - 32.25" Dial ASTM A48 AASHTO M306 9/28/2018 3305 13 Manhole Frames and Covers Neenah Foundry R-1743-FIV (Size - 32" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 4/3/2019 3305 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dial ASTM A48 AASHTO M306 10/8/2020 3305 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dia.) ASTM A536 AASHTO M306 **Note. All new development and new, installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. FORT WORTH CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 10/04/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-lOx3-405-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterim FRT-lOx3-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forteirm FRT-lOx4.5407-PRECAST** (Size - 10' X 4.5') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterim FRT-1 Ox4.5-420-PRECAST** (Size - 10' X 45) ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4') ASTM C913 10/8/2020 33 3920 Manhole Forternm FRT-4X4-409-PRECAST-BASE (Size - 4' X 4') ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 3920 Manhole Forternm FRT-5X5-410-PRECAST-BASE (Size - 5' X 5') ASTM C913 10/8/2020 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6') ASTM C913 10/8/2020 33 3920 Manhole Forterim FRT-6X6-41 l-PRECAST-BASE (Size - 6' X 6') ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-IOX3-405-PRECAST INLET** (Size - 10' X 3') ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3') ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG4X4-409-PRECAST TOP (Size - 4' X 4') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 I -PRECAST TOP (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-41 1 -PRECAST BASE (Size - 6' X 61 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - TX 7') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7-41 1 -PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-41 1 -PRECAST BASE (Size - 8' X 81 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X T) ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6') ASTM 615 8/28/2023 33 49 10 Manhole Oldcastle Precast Tx 4' Stacked Manhole (Size - TX 4') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4� ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6� ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8') ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8� ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 41 ASTM C433 8/28/2023 33 39 20 Curb Inlet 10'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 15'x T Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 **Note. Pre -cast inlets are appoved for the stage 7portion of the structure (basin) only. Stage H portion ofthe structure are required to be cast Laplace. No exceptions to this requirement shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 13341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60") ASTM F2881 & AASHTO M330 8/28/2023 133 49 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 2 1 " or larger) ASTM C76, C655 8/28/2023 33 49 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 GEOTECHNICAL REPORT R NE E N G E E R I N G GEOTECHNICAL ENGINEERING REPORT HULEN STREET AT HULEN TRAILS SOUTH HULEN STREET FORT WORTH, TEXAS Prepared For: Bloomfield Homes, L.P. 1050 East State Highway 114, Suite 210 Southlake, Texas 76092 Attn: Mr. Art Ferreira January 2023 PROJECT NO. 22.27179 www.roneenaineers.com R NE E N G E E R I N G T 1 ' January 10, 2023 Mr. Art Ferreira Bloomfield Homes, L.P. 1050 East State Highway 114, Suite 210 Southlake, Texas 76092 Re: Geotechnical Engineering Report Hulen Street at Hulen Trails South Hulen Street Fort Worth, Texas Rone Report No. 22-27179 Dear Mr. Ferreira: GEOTECHNICAL ENGINEERING EARTHWORKS CONTROL ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIAL TESTING Rone Engineering Services, Ltd. (Rone) is pleased to submit this Geotechnical Engineering Report for the referenced project. The geotechnical engineering services performed for this study were carried out in general accordance with Rone Proposal No. P-34433-22, dated November 28, 2022. This report presents our engineering analyses and recommendations for site grading and pavements with respect to known project and site characteristics. Detailed results of our field exploration and laboratory testing are provided in the Appendix of the report. We appreciate the continued opportunity to be of service to you and look forward to providing additional Geotechnical Engineering and Construction Materials Testing services as the project progresses through the final design and construction phases. Please contact us if you have any questions, or if we can be of further assistance. Respectfully submitted, Kim L. Macy, S.E.T., BIA Managing Director Texas Engineering Firm License No. F-1572 11 NAIARK D. GHAY .' .... ; ...6790.1....:. 'o. syorrA� f�23 ftrk D. Gr y, E. a . Partner DALLAS I FORT WORTH I AUSTIN I SAN ANTONIO I HOUSTON I KANSAS CITY 3201 NE Loop 820, SUITE 180 1 FORT WORTH, TExAs 76137 1 TEL: 817.717.1040 Page 1 PROJECT INFORMATION..................................................................................................... 1 1.1 Project Description........................................................................................................... 1 1.2 Design Information, Conditions and Assumptions............................................................ 1 2 PURPOSES AND SCOPE OF STUDY................................................................................... 2 3 FIELD INVESTIGATION AND LABORATORY TESTING ...................................................... 2 4 GENERAL SITE CONDITIONS.............................................................................................. 3 4.1 Site Geology.................................................................................................................... 3 4.2 Subsurface Soil Conditions.............................................................................................. 3 4.3 Groundwater.................................................................................................................... 6 4.4 Soluble Sulfates............................................................................................................... 6 5 ANALYSIS AND RECOMMENDATIONS............................................................................... 7 5.1 Potential Vertical Rise...................................................................................................... 7 5.2 Pavement Design Recommendations.............................................................................. 8 5.3 Pavement Subgrade Preparation................................................................................... 10 5.4 Pavement Construction and Maintenance Recommendations ........................................ 11 6 SITE PREPARATION AND FILL PLACEMENT................................................................... 12 6.1 Site Preparation............................................................................................................. 12 6.2 Moisture and Density Testing......................................................................................... 13 6.3 Site Grading................................................................................................................... 14 6.4 Construction Observations............................................................................................. 14 7 STUDY CLOSURE............................................................................................................... 14 8 COPYRIGHT 2023 RONE ENGINEERING SERVICES, LTD ............................................... 15 APPENDIX A VICINITY MAP ............................................... GEOLOGYMAP ............................................. BORING LOCATION DIAGRAM .................... LOGSOF BORING ........................................ KEY TO CLASSIFICATIONS AND SYMBOLS UNIFIED SOIL CLASSIFICATION SYSTEM . OVERBURDEN SWELL TEST RESULTS ..... APPENDIX B FIELD OPERATIONS .......................................... LABORATORY TESTING .................................... RONE SPECIFICATION 400 LIME TREATMENT Paqe ................. B.1 ................. B.2 ................. B.3 APPENDIX C Page IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT ...................................... C.1 GEOTECHNICAL ENGINEERING REPORT 1 PROJECT INFORMATION 1.1 Project Description The project consists of developing pavement through the Hulen Trails residential community with associated utilities in Fort Worth, Texas. A summary of the site description is provided below. Table 1: Project Overview Item Description Location The site is located within the Hulen Trails subdivision in Fort Worth, Texas. Based on a review of the site plan, the project will consist of developing a 1,000 linear Project foot roadway. The roadway (South Hulen Street) will extend north from West Cleburne Description Crowley Road to the south terminus of Hulen Street. Aerial imagery indicates that the surrounding property is being mass graded for homes. The roadway area is covered with short grasses and sporadic trees. A small Existing Site pond is present near the southern end of the roadway and to the west. Large Conditions quantities of trees were removed from the site between March 2018 and November 2018; otherwise, the site appears to have remained relatively unchanged since prior to 1995. Based on topographic information from the site plan, the elevations range from Topography approximately 840 to 833 feet, the low point is near the midspan of the roadway and slopes up at either end. Hydrogeologic As previously discussed, there is one pond on this property. Additionally, there is a Setting larger pond on a surrounding property to the southwest about 1,700 feet. Geology Grayson Marl and Main Street Limestone Formation, undivided (Kgm) Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A. Boring locations relative to the site plan are shown on the Boring Location Diagram, Plate A.3. 1.2 Design Information, Conditions and Assumptions The proposed project consists of developing a 1,000 foot roadway with associated utilities. A preliminary site plans was developed by Goodwin and Marshall, dated October 2018, and provided to Rone. A summary of the information, conditions and assumptions used in this study is presented below. • 1,000 foot roadway is planned. • Based on the grading plans, cut and fill depths are expected to be minimal and within 2 feet of the existing grades. • Cut and fill across the site will likely be balanced. However, if additional fill materials are needed, an off -site borrow source has not yet been identified. • Rigid pavements are planned for the roadway. 9'J These provisions form the design boundaries for this report. This geotechnical study and recommendations have been scoped accordingly. If any of these conditions are inaccurate, or if more information is required, Rone should be contacted for associated adjustments. 2 PURPOSES AND SCOPE OF STUDY The principal purposes of this study are to evaluate the site subsurface conditions and to develop geotechnical recommendations for the design and construction of earthwork and pavement. For these purposes, the study was conducted in the following phases: • Borings were drilled and sampled to evaluate the subsurface conditions at the boring locations and to obtain soil samples. • Laboratory tests were conducted on selected samples recovered from the borings to evaluate the pertinent engineering characteristics of the foundation soils. • Engineering analyses were performed using field and laboratory data to develop preliminary pavement design recommendations. • On -site soils were evaluated for potential sources of fill materials required for the project. As the Geotechnical Engineer of Record serving this project, we recommended that Rone provide assistance during the design phase to confirm the intent of the geotechnical recommendations and be retained to provide oversight during the construction phase. 3 FIELD INVESTIGATION AND LABORATORY TESTING The boring locations were identified in the field by Rone personnel using site benchmarks, landmarks, maps, aerial photographs and a hand-held GPS device. These locations were not accurately located by a registered surveyor. Ground surface elevations at the boring locations were interpolated from topographic site plans provided by the client. The locations and elevations are for general mapping purposes and are accurate only to the extent implied by the technique used in their determination. Subsurface conditions were evaluated by completing a total of four borings with the use of a truck - mounted drill rig. The approximate boring locations are shown on Plate A.3, Boring Location Diagram. Sample depth, description of soils and classification (based on the Unified Soil Classification System) are presented on the Logs of Boring, Plates A.4 through A.7. Keys to terms and symbols used on the logs are also included in Appendix A. Hulen Street at Hulen Trails 14 Owl Laboratory tests were performed on selected samples recovered from the borings to confirm visual classification, determine the pertinent engineering properties of the materials encountered and assess strata and in -situ consolidation states. Test results are presented on the Logs of Boring in Appendix A. Descriptions of the procedures used in the field and laboratory phases of this study are presented in Appendix B. 4 GENERAL SITE CONDITIONS 4.1 Site Geology Based on the subsurface conditions encountered in the borings and the Geologic Atlas of Texas, Dallas Sheet, the site is located within the Grayson Marl and Main Street Limestone, undivided Formation (mapped as Kgm). The USGS Mineral Resources On -Line Spatial Data reference contains the following description of these formations: Grayson Marl The Grayson Marl Formation generally consists of brownish gray clay with thin interbeds of limestone overlying marl. The marl is generally blocky and slickensided. Various quantities of silt, sand, gypsum crystals and ferrous staining may also be present. Main Street Limestone The Main Street Limestone Formation generally consists of fat clays overlying thick limestone, interbedded with thin marl beds. Various quantities of silt, sand, gypsum crystals and ferrous staining may also be present. Please note that the geologic mapping was originally performed using aerial photography. Local variations and anomalies do occur. 4.2 Subsurface Soil Conditions The results of the field and laboratory testing have been used to develop a generalized subsurface profile of the project site. The strata identified in the borings are described below. • Stratum I generally consisted of brown, reddish brown and tan clay with various quantities of calcareous nodules, gypsum crystals and ferrous staining from the ground surface to a depths between 2 and 8 feet. • Stratum II generally consisted of tan weathered and gray limestone from depths between 2 and 8 feet to the termination depths of approximately 20 feet. R NE Hand penetrometer readings ranged from 1.25 to more than 4.5 tons per square foot (tsf) in the cohesive soils. In -situ moisture levels ranged from approximately 6 percent below to 10 percent above their measured plastic limits, however, most of the samples indicate moist to wet existing soil moisture conditions. While both lean and fat clay shrink and swell with changes in moisture content, higher plasticity materials typically have greater sensitivity to moisture variation and an increased potential for volume change. With sufficient changes in moisture content, swell pressures in the upper soils are estimated to range from approximately 1,500 to 4,000 psf based on the overburden swell test data and experience with similar materials in the project vicinity. A generalized subsurface profile of the conditions encountered in the borings within the planned roadway are included in Figure 1 below. t South 842 .............................. 840 .............................. B-4 838 . _;P� ....................... 836 834 ...................... 2'0 � 832 .. ....................... LL p828 .5 ............................. 826 ............................ W 824 .. ...................... 822 .. ...................... 820 .._....................... 818 .._ ...................... 816 .............................. 814 0 100 ........................................................................................................................................................................... F ------------ 0,10 ............................................................................................................................................................................... . ............ 836 B-3 ...........................................B-2 ............. 834 .................................................................................................................................................................................... 832 200 300 E R NE ENG E R I N G 0340 13/60 ................................................................. ............. 830 ...................................................................... ..................................................................... _ ............. 828 1131 ..................... ............................................... .%...................................................................... � ............ 826 ......................................................................................................................................... ............ 824 ................................................................................................................................. _............. 822 _ .................................................................. ....................................................................................... 818 _ ................................................................. ....................................................................................... 816 = 814 400 500 600 700 800 900 1,000 1,100 1,200 1,300 1,400 Distance Along Baseline (Feet) Water Observations While Drilling -7 At Completion Z GENERALIZED SUBSURFACE PROFILE Clayey Sand ® Weathered ® Limestone Limestone Figure 1 Hulen Street at Hulen Trails ® Fat Clay El Lean Clay Hulen Trails Residential Community Fort Worth, Texas R NE J The Logs of Boring should be reviewed for specific information at individual boring locations. Stratification boundaries shown in the Logs of Boring represent the approximate locations of changes in types of in -situ soil. The transition between material types may vary between borings and be gradual and indistinct. Variations will occur and should be expected across the site. 4.3 Groundwater The borings were advanced using continuous flight augers and intermittent sampling methods. Water seepage was not observed in the borings during or after drilling. Boreholes are typically open for only a short period of time. A preliminary hydrogeologic assessment of the vadose zone is provided in Section 5.1 Geotechnical Analysis. A full hydrogeologic assessment of the vadose zone or upper groundwater was not conducted. As such, this study did not include monitoring of upper groundwater levels beneath the site. A complete hydrogeologic study can be conducted upon request to assess the sources and variation of in -situ moisture content in the vadose zone and potential groundwater beneath the site and how different site development alternatives can manage or alter those dynamics. In general, groundwater levels and moisture content in the vadose zone vary climatically and seasonally depending on topography, land use, surface hydrology, subsurface hydrogeology and proximity to bodies of water. The rate and extent of these variations depend on many variables including subsurface stratigraphy, soil properties, consolidation states, soil structure, moisture sources, capillary strength, thermal cover and surface infiltration and evapotranspiration rates. 4.4 Soluble Sulfates Soluble sulfates are common in this geologic formation, and test results indicate sulfate levels ranging from less than 100 parts per million (ppm) to 3,000 ppm in the samples tested for the nearby Hulen Trails Phase 2, indicating low to moderate sulfate levels. Soluble sulfate levels are generally considered high when they exceed approximately 2,000 to 3,000 ppm. When sulfates come in contact with calcium, aluminum, and water, expansion (heave) can occur. These volume increases can be prevented by interrupting the supply of one of the four components, or the reaction can be allowed under specific circumstances. When lime and/or cement and water are introduced during subgrade treatment, calcium is supplied by the lime or cement, causing aluminum to be released from the soil, creating an expansive reaction. To 11 Hulen Street at Hulen Trails P A G E 16 combat sulfate induced heave, the soils can be treated, and the expansive reaction can be allowed to occur. Any lime or cement involved in the initial reaction is no longer available to chemically treat the soil, so a second treatment process would be required. The site may then be re -graded before construction continues. As site grading is performed, it is likely that sulfates will be surficially distributed throughout the site. The total quantity of lime required to treat clay soils can become quite significant when elevated sulfate levels are present. Elevated sulfate levels should also be considered when installing concrete features that will be in direct contact with the on -site soils, including concrete pipes, foundations, sidewalks and pavement. Sulfate solutions chemically attack the cement in concrete, causing it to weaken, resulting in concrete corrosion. To slow the corrosion process, a corrosion -resistant concrete mix may be used. Alternatively, a buffer of "clean" (low sulfate) soil can be constructed around concrete that will be in contact with high sulfate soils. Generally, Type 1/II cement, IP, or IL with a high fly ash content (-35%) is used locally for severe sulfate conditions. There are additional American Concrete Institute (ACI) guidelines that should be followed when sulfate levels exceed 10,000 ppm, including alternate water to cement ratios and other concrete mix design considerations. 5 ANALYSIS AND RECOMMENDATIONS Analyses and recommendations presented in this report are based on data collected during the field and laboratory phases of this and previous studies, as well as our experience and local knowledge of the general site vicinity. The following paragraphs discuss the findings for the subject site, and present recommendations for subgrade improvement. 5.1 Potential Vertical Rise Potential Vertical Rise (PVR) was estimated using calculations performed in general accordance with the Texas Department of Transportation (TxDOT) Method 124-E, Potential Vertical Rise. The TxDOT 124-E method is empirical and is based on the Atterberg limits and moisture content of the subsurface soils in conjunction with overburden soil pressures below the ground surface. Using the TxDOT method within a 12-foot deep active zone, limited by the depth to weathered limestone, in a dry moisture condition, the estimated PVR ranges from approximately 1 to 3'/2 inches. R NE % 5.2 Pavement Design Recommendations Based on the subsurface conditions encountered in our borings, the anticipated traffic loading conditions, and our local experience, pavements at this site should consist of Jointed Reinforced Concrete Pavement (JRCP) supported by lime -treated subgrade. Rehabilitation/reconstruction of a rigid pavement section is not typically considered a part of the pavement life cycle. Recommendations for pavement design and subgrade preparation are described in the following sections. When designing residential pavements, subgrade conditions must be considered along with expected traffic loads, pavement type, and design life. For this project, traffic loading conditions were based values presented in Table 3.1 of the City of Fort Worth Pavement Design Manual (Design Manual) for residential, collector, and arterial streets. Based on experience with similar traffic volumes, subsurface conditions, and additional information presented in Section 3 of the Design Manual, the following information was used in our analysis: RC)NE j Table 2: Pavement Design Input Parameters Item Value Jointed Reinforced Concrete Pavement type Pavement (JRCP) Subgrade soil description Fat Clay (CH) California Bearing Ratio (CBR) Untreated/Raw Subgrade 3 Subgrade treatment Lime' CBR Lime Treated Subgrade 15 Treated subgrade thickness 6 inches' Composite modulus of subgrade reaction, k 220 pci Traffic growth 0% Design life 25 years' Residential 35,000' Annual Design ESALs Collector 100,000, Arterial 300,000' Reliability, R 85% Standard deviation, So 0.39' Concrete modulus of rupture, S'c 620 psi' Concrete modulus of elasticity, Ec 4,000,000 psi' Drainage coefficient, Cd 1.0' Load transfer coefficient, J 3.0' Initial serviceability, po 4.5' Terminal serviceability, pc 2.5' 1. Per Section 3 of the Design Manual. The pavement thickness determinations were performed in general accordance with the "1993 AASHTO Guide for the Design of Pavement Structures" guidelines. The minimum pavement sections are presented in the table below. These pavement sections are based on estimated traffic volumes. A more precise design can be made with detailed traffic loading information. 1-1 R NE Table 3: Recommended Rigid Pavement Sections Roadway Residential Road Residential Collector Arterial Lime Treated Subgrade Thickness (inches) 6 1. 0 Concrete Thickness (inches) 6 7 9 The concrete minimum 28-day compressive strength should be selected based on the expected traffic. As a minimum, reinforcing steel should consist of #3 bars spaced at a maximum of 18 inches on center in each direction. Pavement recommendations are based on the estimated traffic loading conditions and commonly accepted design procedures that should provide satisfactory performance for the design life of the pavement. Concrete pavement should have between 4 and 6 percent entrained air. Hand - placed concrete should have a maximum slump of 5 inches. All steel reinforcement, dowel spacing/diameter, and pavement joints should conform to the applicable governing pavement design standards. Saw cutting should be performed in specified locations to control cracking due to shrinkage. Saw cutting should begin as soon as the concrete has obtained enough strength to keep from raveling, but before cracks can be initiated internally. Saw cut depths generally range from to'/3 of the pavement thickness, but should be performed as directed by the civil engineer. 5.3 Pavement Subgrade Preparation All topsoil, vegetation and any unsuitable materials should be removed. The pavement subgrade should be proofrolled with a fully loaded (25 tons) tandem -axle dump truck or similar pneumatic - tire equipment to locate areas of loose subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be performed prior to placement of engineered fill and after subgrade construction is complete. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place. Lime is commonly used to improve clay soils. Approximately 6 to 8 percent hydrated lime by dry weight (27 to 36 pounds per square yard) is typically required to adequately treat the existing soils. The actual lime requirement should be determined after the pavement subgrade has PAGE 110 RgNE J ' reached final grade. Lime treatment should be performed in accordance with Item 260, current Standard Specifications for Construction of Highways, Streets, and Bridges, Texas Department of Transportation (TxDOT) or applicable standards. The lime treated subgrade should have a plasticity index between 5 and 15, and be compacted between 95 and 100 percent of standard Proctor maximum dry density (ASTM D698) at a moisture content at or above the optimum moisture content (opt +). Lime treating the upper 6 inches of the subgrade soils will not significantly reduce the normal shrinking and swelling of the subgrade that occurs with seasonal moisture fluctuations; however, subgrade treatment will provide a more stable working platform during construction and increase pavement subgrade support. It will also reduce the potential for voids to develop beneath the pavement, and decrease the risk of pavement distress and possible failure. Some differential vertical movements of the pavements should be expected. The treated subgrade should extend a minimum of 2 feet outside the curb line. This will improve the edge support of the pavement and reduce the edge effect associated with shrinkage during dry periods. Sand or other granular fill should not be used as a leveling course beneath the pavement, as these more porous materials increase water migration beneath the pavement, causing heave and strength loss of the subgrade. Utility trenches that lie beneath the pavement must be properly compacted prior to pavement subgrade treatment. 5.4 Pavement Construction and Maintenance Recommendations It is crucial that the moisture content and compaction be maintained until the concrete is placed. If the treated subgrade is allowed to dry prior to the concrete placement, the risk of shrinkage cracks within the pavement surface is greatly increased. Proper drainage should be provided both during and after construction. The pavement surface should be contoured such that surface water drains off, away from the pavement and into inlets. Water allowed to pond on or near pavement surfaces will saturate the subgrade soils and lead to premature pavement failure. Additionally, emphasis should be given to areas where the pavements are placed directly adjacent to building entries. If the subgrade heaves, the pavement could slope toward the building, causing drainage issues that could impede doors opening and closing and create building access/evacuation issues. R NE In order to reduce potential differential pavement movement resulting from infiltration of surface water, all joints should be adequately sealed. Maintenance should include regular observation to identify and seal cracks. A flexible joint material should be used to seal cracks as they degrade, which can occur during the design life of pavements. 6 SITE PREPARATION AND FILL PLACEMENT The following recommendations for site preparation and fill placement may contain elements that do not appear to apply to the presently known conditions at the project site. These items have been included in this report since our experience has been that unforeseen obstacles are encountered on some project sites, and progress can be delayed while written guidance is prepared. While we cannot cover every possible circumstance, we have attempted to address the most frequently occurring issues in this report section. 6.1 Site Preparation Preparation of the site for any future construction should include the removal and proper disposal of all obstructions that would hinder construction. These obstructions should include all abandoned structures, foundations, debris, water wells, septic tanks and loose material. It is the intent of these recommendations to provide for the removal and disposal of all obstructions not specifically provided for elsewhere by the plans and specifications. All concrete, trees, stumps, brush, abandoned structures, roots, vegetation, rubbish and any other undesirable matter should be removed and disposed of properly. It is the intent of these recommendations to provide a level surface with no features that would tend to prevent uniform compaction by the equipment to be used. All abandoned utilities that are not removed represent a risk to future performance; if the lines are abandoned in place, they must be fully grouted and capped so that the pipes do not provide a ready conduit for water. All areas to be filled should be disced or bladed until uniform and free from large clods. Soils should be brought to the proper moisture, and compacted as indicated in the table below. Following subgrade preparation, the subgrade should be proofrolled with a fully loaded, tandem - axle dump truck or similar pneumatic -tire equipment to locate areas of unsuitable subgrade. In areas to be cut, the proofroll should be performed after the final grade is established. In areas to be filled, the proofroll should be performed prior to placement of engineered fill and after subgrade ■ R NE construction is complete. Areas of loose or soft subgrade encountered in the proofroll should be removed and replaced with engineered fill, or moisture conditioned (dried or wetted, as needed) and compacted in place. Table 4: Fill Placement Criteria Plasticity Compaction Density Moisture Item Description Requirement Standard Requirement Requirement 95% to 100% of Optimum moisture On -site soils General None ASTM D698 maximum dry to 4% above grading density optimum moisture 95% to 100% of Optimum moisture Imported General LL < 60 ASTM D698 maximum dry to 4% above general fill grading density optimum moisture Utility backfill 95% to 100% of At least 2% above On -site soils Utility Backfill None ASTM D698 maximum dry optimum moisture density Lime treated Pavement 95% to 100% of At or above subgrade support 5 s PI <_ 15 ASTM D698 maximum dry optimum moisture density Below 98% to 100% of At or above Pavement fill pavement None ASTM D698 maximum dry optimum moisture density 6.2 Moisture and Density Testing Field density and moisture content tests should be performed by the geotechnical engineer or his representative. Density tests should be taken in each layer of compacted fill below the disturbed surface. If the materials fail to meet the specified moisture and/or density, the lift should be reworked as necessary to obtain the specified moisture content and compaction. The recommended moisture content and density should be maintained until placement of the overlying lift, or construction of overlying flatwork. Failure to maintain the moisture content and compaction could result in excessive soil movement and can have a detrimental effect on overlying structures such as sidewalks and pavement. The contractor should provide some means of controlling the moisture content and compaction (such as water hoses, water trucks, etc.). Maintaining subgrade moisture and compaction is always critical, but will require extra effort during warm, windy and/or sunny conditions. Density and moisture testing is recommended to provide some indication that adequate earthwork is being provided; however, the quality of the fill is the sole responsibility of the contractor. Satisfactory test results is not a guarantee of the quality of the contractor's earthwork operations. Hulen Street at Hulen Trails R NE 6.3 Site Grading Site grading operations, where required, should be performed in accordance with the recommendations provided in this report. The site grading plans and construction should strive to achieve positive drainage around all sides of the proposed pavement. Inadequate drainage around structures built on -grade will cause excessive vertical differential movements to occur. 6.4 Construction Observations In any geotechnical study, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings; however, anomalies in the subsurface conditions are quite often revealed during construction. The potential for the presence of varied geologic formations and significantly different support conditions at this site, which could result in changes in our design recommendations, increases the risk of damaging soil movements at this site. It is recommended that Rone be retained to observe earthwork operations and foundation construction, and perform materials evaluation and testing during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. We recommend that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers, and the geotechnical engineer. 7 STUDY CLOSURE The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field exploration and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site with little variance beyond that found by the borings. If Rone is not serving a monitoring role during construction as advised, and different subsurface conditions from those encountered in our borings are observed or appear to be present in excavations, Rone must be advised promptly so I 1 3 r-- I r F Project No. 22-27179 Hulen Street at Hulen Trails _ , P AGE 14 R NE) that these conditions can be evaluated and our recommendations can be reassessed as may be necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, Rone should be promptly informed and retained if necessary if the changed conditions warrant review and reassessment. It is important that Rone be retained to assist in design reviews or review those portions of the plans and specifications that pertain to earthwork to ensure the plans and specifications are consistent with the recommendations provided in this report. It is also advised that Rone provide oversight and monitoring services during construction to ensure that the design requirements during earthworks construction are provided correctly and implemented effectively. This study has been prepared for the exclusive use of the client and their designated agents for specific application to design and construction of this project. We have exercised a degree of care and skill exceeding that ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. The engineering services and solutions provided herein are considered advanced, and while design and construction controls are improved, no warranty, expressed or implied, can be made or intended. 8 COPYRIGHT 2023 RONE ENGINEERING SERVICES, LTD. This report is a work product containing advanced engineering services. This report is in its entirety is the sole property of the Client, Rone Engineering and its affiliates. Use of this report is subject to all copyrights. This report may be used in practice or referenced by any project party as necessary, solely for the party's role on the project for which this report is prepared. Beyond that use no part of this report may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this report must include all copyright notices and registered trademark designations (0) and non -registered trademark designations (TM) APPENDIX A o • ■ r i� a ' ■ ■ SCAB: NT§ c Wellb ■ • ■ 0 0ID ■ Pentridge Drive s a Cervinae�koGi f � A coo m JC Ridgehurst La v �c Chital Drive u 0 m m West Cleburne Road ■ ■ ■ ■ ■ ■ ■ ■ m Hitching Post Drive a rn 0 x > a 0. 0 Lo o m ■ IN ■ ■ ■ ■ oWater Lily Lane ■ ■ ■ o ■ ■ u N T. N Meadow Vista Lane NdTy�olloK bane a > > o o 0 V 0 0 x '14axe< ,1// Falls Drive v V a Misty Shadows Drip 0 t C en Blue Mist Drive Copper Point Drive v 0 C v > = Brentfield Drive w 0 0 Norcross Lane Cleburne Crowley Road Cleburne Crowley Road PROJECT NO: 22-27179 PLATE A.1 FILE NAME: 22-27179.DWG VICINITY MAP R NE DRAWN BY: CM DATE: 12-19-2022 HULEN STREET AT HULEN TRAILS REVISED BY: DATE: E N G E E R HULEN TRAILS RESIDENTIAL COMMUNITY REVISED BY: DATE: FORT WORTH, TEXAS APPROVED BY: KM DATE: 12-19-2022 R01 .A NO P- SCALE: NTS W. CLEBURNE CROWLEY ROAD PROJECT NO: 22-27179 PLATE A.3 FILE NAME: 2227179.DWG BORING LOCATION PLAN R N E DRAWN BY: CM DATE: 12-19-2022 HULEN STREET AT HULEN TRAILS REVISED BY: DATE: E N G E E RING HULEN TRAILS RESIDENTIAL COMMUNITY REVISED BY: DATE: FORT WORTH, TEXAS APPROVED BY: KM DATE: 12-19-2022 11 Log B-1 Project No. 22.27179 Hulen Street at Hulen Trails Boring Location Hulen Trails Residential Community R NE Fort Worth, Texas Northern Area Latitude Water Level Observations (feet) Date E N G E E R 32.585530 N While Drilling Not Observed 12-16-22 Longitude At Completion Not Observed -97.397310 W End of Day Not Measured a y N Nl N U) m a C G. c >U W— Z E U -00 dH o E Stratum Description J ~ O C 0 °� QJ 7 C ` a C O a d N E -J t :: y c N E. N Y w _ d = V E o w F �� a �i 0 to mm a x raL a m LL-PL-PI 0 2 3 rn o co D U r �f CLAYEY SAND (SC) - brown to tan with ferrous J�4 staining and limestone fragments 4.5+ 44 25-15-10 10 f 15�r 215 7-32-35 N=67 WEATHERED LIMESTONE - tan with clay seams 50/%" 50/%" LIMESTONE - gray 50/21/2" Boring Terminated at Approximately 20 Feet Material boundaries are approximate. in situ, transitions may be gradual. Driller: 50P/2' 50/%" 50//2' 50/%" 10 10 12 8 8 Plate A.4 Drilling Method: Continuous Flight Augers Log B-2 Project No. 22-27179 Hulen Street at Hulen Trails Boring Location Hulen Trails Residential Community R NE Fort Worth, Texas Northern Midspan Latitude Water Level Observations (feet) Date E N G E E R I N G 32.584220 N While Drilling Not Observed 12-16-22 i Longitude At Completion Not Observed ° -97.39744° W End of Day Not Measured H 0 of m 0 r CL _ a o C c d > a U '�' to �' C Z d r a.— GI £ o o 0 C N a E a Stratum Description J Z E V t� I °' C a J _ C a °' rn E :: uUi H c m u�i > to m = u E O to a W a N LL-PL-PI 2 m o v FAT CLAY (CH) - brown with calcareous nodules 1.25 31 3.00 68 59-23-36 24 E 0 I� S 20— LEAN CLAY (CL) - tan, calcareous with ferrous staining and limestone fragments WEATHERED LIMESTONE - tan LIMESTONE - gray Boring Terminated at Approximately 20 Feet Material boundaries are approximate; in situ, transitions may be qradual. i Driller: 4.25 17 4.50 66 27-14-13 24 50/3" 10 50/%" 50/t%" 10 50/t%" 7 50/%" Plate A.5 Drilling Method: Continuous Flight Augers Log B-3 Project No. 22-27179 Hulen Street at Hulen Trails Boring Location Hulen Trails Residential Community R N E Fort ` Worth, Texas Southern Midspan ENG E E R I N G Latitude Water Level Observations (feet) Date 32.583090 N While Drilling Not Observed 12-16-22 Longitude At Completion Not Observed CL -97.39728° W End of Day Not Measured H C. C a aC+ y C. N C rn r d •— d O L j C. C a 0 o c >o v Stratum Description E.r °' Z �E mE v > mH aa °' m E ° H V c E- o E rn w a 90 rn yW a W gad a rn LL-PL-PI o 2 ; o co M c) —A FAT CLAY (CH) - brown with calcareous nodules 1.50 26 0 0 WEATHERED LIMESTONE - tan with marl seams LIMESTONE - gray Boring Terminated at Approximately 20 Feet 3.50 76 60-26-34 31 32-50/1" 19 13-13-50/1 " 25 50P/2" 50/%" 7 50/%" 7 50/%" Material boundaries are approximate. in situ, transitions may be gradual. Driller: Plate A.6 Drilling Method: Continuous Flight Augers Log B-4 Project No. 22-27179 Hulen Street at Hulen Trails Boring Location Hulen Trails Residential Community NFNG Fort Worth, Texas 9GE Southern Area Latitude Water Level Observations (feet) Date E R 32.581880 N While Drilling Not Observed 12-16-22 Longitude At Completion Not ObservedCL o -97.39740° W End of Day Not Measured H CL N d o N O rn , N r aI a o c � >O U Stratum Description z °� Zo E ._ N VC! wQa > O 'O ON Co w 9 O vi aL X a m LL-FL-PI i U) o v FAT CLAY (CH) - brown to reddish brown with ferrous —A staining and limestone fragments 1.50 23 E 19 S 2C 2.75 31 3.00 79 70-28-42 34 4.5+ 15 WEATHERED LIMESTONE - tan 50/3" 14 LIMESTONE - gray Boring Terminated at Approximately 20 Feet 50/'/2' 50/% � 12 50/%" 5 50/%" Material boundaries are approximate; in situ, transitions may be gradual. Driller: Plate A.7 Drilling Method: Continuous Flight Augers SOIL OR ROCK TYPES �'��►•''� Undocumented Fill ni /Ai Lean Clay (CL) Gravelly Lean Clay (CL) KIIAFat Clay (CH) ° Gravelly Fat Clay (CH) Clayey Gravel (GC) I I Silt (ML) Poorly -Graded Sand (SP) •:�::::: Well -Graded Sand (SW) ///A/ Clayey Sand (SC) ID v%__jpv ° f°O° Well -Graded Gravel (GW) o D ' -�— Marl = Weathered Shale Shale Weathered Limestone t z t I I I Limestone � I I I I 9GE NFN)G E R DRILLING AND SAMPLING METHODS I X ' i Shelby Split Texas Tube Spoon Cone Pen CFA HSA HRock Core TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Consistency Penetrometer Reading, (tsf) Very Soft < 0.5 Soft 0.5 to 1.0 Firm 1.0 to 2.0 Hard 2.0 to 4.0 Very Hard > 4.0 Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance (Blows / Foot) 0to4 4to10 10 to 30 30 to 50 Over50 Soil Structure Calcareous Slickensided Laminated Fissured Interbedded Descriptive Item Very Loose Loose Medium Dense Dense Very Dense Unconfined Compression, (psf) < 1000 1000 to 2000 2000 to 4000 4000 to 8000 > 8000 Relative Density 0 to 20% 20 to 40% 40 to 70% 70 to 90% 90 to 100% Contains appreciable deposits of calcium carbonate; generally nodular Having inclined planes of weakness that ate slick and glossy in appearance Composed of thin layers of varying color or texture Containing cracks, sometimes filled with fine sand or silt Composed of alternated layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to hard in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.8 m N U) N in 0 0 CV O N C O L U ` m v) c� co U I (0 (D cn a? Co M UE a) L O E N to 0 0 N 6 Z C m L = m (En c Cn M U � cv c E I _ a) O CU c CU t O E Grp. Laboratory Classification Major Divisions Sym Typical Names Criteria 1E. Well graded gravels,)NJ GW gravel -sand mixtures, o Ln CU o little or no fines a D� `D.)2 C rn c C = --- greater than 4: C = ------ between 1 and 3 O O c` �o DxD .N c �, Poorly graded gravels, ,C a U � GP gravel -sand mixtures, a) > o Not meeting all gradation requirements a, little or no fines 0 Cn for GW a) CU CU O o ° cn Silty gravels, gravel - L) can N Liquid and Plastic limits Liquid and plastic ,FU � c a) a GM sand - silt mixtures N ° 2 below "A" line or P.I. limits plotting in s Co `~ .Q C `n o rn greater than 4 hatched zone s CU co aU v 9 �- »� •— w between 4 and 7 CU U O (0 N C) a, `n L � Clayey ravels, ravel E z 2 Liquid and Plastic limits are borderline o > Q O GC y y g g U P 6 above "A" line with P.I. cases requiring use - sand - clay mixtures o Y of duals symbols E CU ; greater than 7 y CD f9 co to rn Cn a Well graded sands, rn U 0 o N ;� SW gravelly sands, little or m .2 Cu oo greater than 6: Cc o x D-between 1 and 3 ._ ca O no fines m a) �n N c cv c ttla > c 0 O N a) o Poorly graded sands, rn c o ' f) a) 4 a) CO Not meeting all gradation requirements U � Sp gravelly sands, little or coo for SW CU 0 . - no fines a) Q .j O coo m fl- CV a) C o z ,1 Silty sands, sand silt m � c, `o � m Liquid and Plastic limits Liquid and plastic SM mixtures a s Q below "A" line or P.I. limits plotting Z: CU CL CU'" `4 less than 4 between 4 and 7 3 CU a ° m `o ° are borderline o`o N Q o Clayey sands, sand E J ") Liquid and Plastic limits cases requiring use E in Q CU SC clay mixtures a— above "A" line with P.I. of dual symbols p o Q) greater than 7 Inorganic silts and very fine sands, rock flour, silty or NML clayey fine sands, or clayey 60 .. silts with slight plasticity .E V) Inorganic clays of low to c — M CL medium plasticity, gravelly U) � clays, sandy clays, silty 50 clays, and lean clays CH (n J Organic silts and organic OL silty clays of low plasticity w 40 0 Z Inorganic silts, micaceous MH or diatomaceous fine sandy 2 30 a or silty soils, elastic silts U) �' OH and MH Co cc T a ,� U rn o .o- u7 Inorganic clays of high 20 Nt CH plasticity, fat clays CL J OH Organic clays of medium to 10 high plasticity, organic silts y V ML and OL 0 10 20 30 40 50 60 70 80 90 100 CU .� Peat and other highly m 0) 0 Pt organic soils LIQUID LIMIT = O PLASTICITY CHART UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.9 R NE r�..r, .r-r• r.� SWELL TEST RESULTS Hulen Street at Hulen Trails Hulen Trails Residential Community Fort Worth, Texas Rone Project Number: 22-27179 Depth Liquid Plastic Plasticity Initial Final Load Swell Boring (feet) Limit Limit Index I Mc (%) I Mc (%) I (psf) (%) B-1 1 25 15 10 I 15 17 125 0.0 B-3 3 60 26 34 32 34 375 0.0 B-2 3 59 23 36 25 28 375 1.0 B-4 5 70 28 42 41 45 625 0.2 Plate A.1 0 .. ►IDIN RNE FIELD EXPLORATION Subsurface conditions were defined by four sample borings located as shown on the Boring Location Diagram, Plate A.3. The borings were completed at locations staked in the field by Rone personnel. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring are shown graphically on the Logs of Boring. Sample depth, description, and soil classification based on the Unified Soil Classification System are shown on the Logs of Boring. Keys to the symbols and terms used on the Logs of Boring are presented in the Appendix section of the report. Relatively undisturbed samples of cohesive soils were obtained using nominal 3-inch diameter tube samplers at the locations shown on the Logs of Boring. The tube sampler consists of a steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test, a %4 inch diameter piston is pushed into a relatively undisturbed sample at a constant rate to a depth of approximately'/4 inch. The results of these tests are presented at the respective sample depths on the Logs of Boring. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Samples of stiff and/or granular materials were obtained using split -barrel sampling procedures in general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2-inch OD split -barrel sampler driven 18 inches into the ground using a 140-pound hammer falling freely 30 inches. The number of blows for the last 12 inches of the standard 18-inch penetration is recorded as the Standard Penetration Test resistance (N-value). The N-values are recorded on the Logs of Boring at the depth of sampling. The samples were sealed and returned to our laboratory for further examination and testing. The rock and rock -like materials encountered in the borings were evaluated with a modified version of the Texas Cone Penetration test. Texas Department of Transportation (TX -DOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each hammer blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot- pounds of energy per blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at the respective test depths as blows-per-6-inches on the log of boring. In hard materials (rock or rock -like), the penetrometer cone is driven and the resulting penetration distances are recorded in inches for the first and second sets of 50 blows, for a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the Logs of Boring. Groundwater observations during and at completion drilling are shown on the Logs of Boring. Upon completion of the borings, the boreholes were backfilled with auger cuttings to ground level. AM 9'J LABORATORY TESTING Laboratory tests were performed on selected samples retrieved from the borings to evaluate the engineering characteristics of the subsurface materials, and to provide data for developing engineering design parameters. The subsurface materials recovered during the field exploration were described by an engineering geologist or senior staff member in the field and/or the laboratory, and were later refined based on results of the laboratory tests performed. Classification Tests All recovered soil samples were classified and described, in part, using the Unified Soil Classification System (USCS). Visual classification of soils was verified by index testing, including natural moisture content, Atterberg limits, and gradation tests (percent passing the No. 200 U.S. Standard Sieve). All testing was performed in general accordance with applicable American Society for Testing and Materials (ASTM) procedures as follows: Test Atterberg Limits Percentage of Particles Passing the No. 200 Sieve Moisture Content Dry Unit Weight Unconfined Compressive Strength — Soil Swell Test Soluble Sulfate Concentration Unconfined Compression Strength Test - Soil ASTM Standard Number D4318 D1140 D2216 D2167 D2166 D4546, Method B TEX-145-E A cylindrical specimen is subjected to axial load at a constant rate of strain until failure occurs. Strengths determined by this test are tabulated at their respective sample depths on the Logs of Boring. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the logs. Swell Test In the swell test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are determined both before and after completion of the test. Test results are recorded AN BONE % as the percent swell, with initial and final moisture content. Detailed swell test results are tabulated in Appendix A. Unconfined Compression Strength Test - Soil In the unconfined compression test, a cylindrical specimen is subjected to axial load at a constant rate of strain until failure occurs. Strengths determined by this test are tabulated at their respective sample depths on the logs of boring. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the logs. AN RONE Rone Specification 400 LIME STABILIZATION OF COMPACTED CLAYEY SOILS 1. Description Mix and compact lime and water with in -place, pre -compacted clayey soil in order to construct a lime stabilized subgrade in accordance with this specification and as required by the geotechnical report and site design plans and specifications. 2. Materials 2.1 Lime Furnish hydrated (slaked) lime, commercial lime slurry, quicklime, or carbide lime slurry that meets the requirements of DMS-6350, "Lime and Lime Slurry" and DMS-6330 "Pre -Qualification of Lime Sources." Do not use quicklime when sulfates are present in quantities greater than 3,000 ppm. When furnishing quicklime, provide it in bulk. 2.2 Water Furnish potable water free of wastes and other deleterious or objectionable material. 2.3 In -Place Clay Soils In accordance with Rone's geotechnical report. 2.4 Mix Design Rone will provide the required lime mix percentage in accordance with the geotechnical report. 3. Equipment Furnish equipment in accordance with Item 260 of the latest edition of the Standard Specifications for Construction of Highways, Streets and Bridges, Texas Department of Transportation (TxDOT). 4. Construction Construct the lime -stabilized subgrade as required by the geotechnical report and design specifications in accordance with the following construction steps. 4.1 In -Place, Pre -Compacted Grades The in -place clay subgrade must be fully compacted using kneading compaction wet -of the optimum moisture contents in construction in full accordance with Rone's compaction control specifications as provided in the geotechnical report or report addendum, and to the lines and grades required in the project plans and specifications. The moisture states of the finished grades shall have been maintained in accordance with the geotechnical report. 4.2 Preparation of the In -Place, Pre -Compacted Grades 5/ 19/21 Lightly spray the grade surface with water. If visible drying has occurred on the grade surfaces since compaction, spray additional water in those areas as may be needed to establish a Page 1 of 3 U.3 Rc EEa,E Rone Specification 400 wetted surface and preserve the wet -of -optimum moisture states established during compaction. Allow soak time before scarifying any areas requiring more significant wetting. 4.3 Scarification Use a road mixer to fully scarify and pulverize the in -place grades to the design stabilization depth. The pre -kneaded clays will pulverize to optimal surface area exposure for lime coating and mixing. Spray any scarified soils that appear visibly dry. The scarified depth must appear visibly well pulverized and moist before application of lime. 4.4 Application 5/19/21 Uniformly apply lime using dry or slurry placement as shown on the plans or as directed. Slurry placement is recommended for most efficient hydration and stabilization. Add lime at the required percentage in accordance with the geotechnical report. Apply lime only on areas where mixing can be completed during the same working day. Start lime application only when the air temperature is at least 35OF and rising or is at least 40°F. Temperatures must be taken in the shade and away from artificial heat. Lime may not be applied during rainfall. Suspend application when weather conditions become unsuitable. Minimize dust and scattering of lime by wind. Do not apply lime when wind conditions cause blowing lime to become dangerous to traffic or objectionable to adjacent property owners. Use of quicklime can be hazardous. Inform users of the recommended precautions for handling and storage. 4.4.1 Slurry Placement Provide lime slurry free of objectionable materials, at or above the minimum dry solids content, and with a uniform consistency that will allow ease of handling and uniform application. Deliver commercial lime slurry or carbide lime slurry to the jobsite, or use hydrated lime or quicklime to prepare lime slurry at the jobsite or other approved location, as specified. When dry quicklime is applied as slurry, use 80% of the amount required. Distribute the prepared slurry uniformly over measured sections of the scarified grades until the specified lime content is reached. Uniformly spread the residue from quicklime slurry over the length of the section being processed. 4.4.2 Dry Placement Distribute the required quantity of hydrated lime or pebble grade quicklime with approved equipment. Only hydrated lime may be distributed by bag. Do not use a motor grader to spread hydrated lime. Page 2 of 3 B.3 RONE Rone Specification 400 5. Mixing Begin mixing within 2 hours of application. Hydrated lime shall not be exposed to the open air for more than 3 hours. When pebble grade quicklime is placed dry, mixing must be done immediately after application. Mixing must be conducted thoroughly and uniformly using a road mixer. Allow the lime mixture to soak, hydrate and flocculate the pulverized clay soil for at least 4 hours and no more than 24 hours. Add water as needed to maintain a moist condition and prevent excessive drying to support hydration and chemical reaction during and after mixing and prior to compaction. Mixed soils should not be exposed to rain prior to compaction. Mixed soils exposed to rain prior to compaction may require full rework with reapplication of lime and remixing. 6. Compaction After 4 to 24 hours, the mixed layer may be compacted. The mixed lift must be fully and uniformly compacted with a footed compactor wet -of the optimum moisture contents generated during compaction in accordance with the compaction specifications provided in the geotechnical report. The footed compactors must be utilized in static mode, without vibration. Full compaction must occur before any heavy rainfall. 7. Finishing Immediately after completing compaction, blade and smooth roll the surface as needed to establish a smooth surface to the required design lines and grades. Add small amounts of water if and where needed during shaping and rolling. 8. Curing Cure the stabilized subgrade for at least 24 hours and as needed to establish a sturdy working surface before traversing with construction traffic and subsequent construction. Maintain moisture as may be needed during curing. END 5/19/21 Page 3 of 3 6.3 APPENDIX C Pnntnnhninni Cnninnnninn Qnnnnt The Geoprofessional Business Association (GBA) has prepared this advisory to help you - assumedly a client representative - interpret and apply this geotechnical-engineering report as effectively as possible. In that way, you can benefit from a lowered exposure to problems associated with subsurface conditions at project sites and development of them that, for decades, have been a principal cause of construction delays, cost overruns, claims, and disputes. If you have questions or want more information about any of the issues discussed herein, contact your GBA-member geotechnical engineer. Active engagement in GBA exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Understand the Geotechnical-Engineering Services Provided for this Report Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities. The culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations. Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions. Geotechnical-Engineering Services are Performed for Specific Purposes, Persons, and Projects, and At Specific Times Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil -works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnical- engineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project. Do not rely on this report if your geotechnical engineer prepared it: • for a different client; • for a different project or purpose; • for a different site (that may or may not include all or a portion of the original site); or • before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations. Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time - if any is required at all - could prevent major problems. Read this Report in Full Costly problems have occurred because those relying on a geotechnical- engineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full. You Need to Inform Your Geotechnical Engineer About Change Your geotechnical engineer considered unique, project -specific factors when developing the scope of study behind this report and developing the confirmation -dependent recommendations the report conveys. Typical changes that could erode the reliability of this report include those that affect: • the site's size or shape; • the elevation, configuration, location, orientation, function or weight of the proposed structure and the desired performance criteria; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project or site changes - even minor ones - and request an assessment of their impact. 7hegeotechnical engineer who prepared this report cannot accept responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered. Most of the "Findings" Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site's subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ - maybe significantly - from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed. This Report's Recommendations Are Confirmation -Dependent 'Ihe recommendations included in this report - including any options or alternatives - are confirmation -dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation -dependent recommendations if you fail to retain that engineer to perform construction observation. This Report Could Be Misinterpreted Other design professionals' misinterpretation of geotechnical- engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to: confer with other design -team members; help develop specifications; review pertinent elements of other design professionals' plans and specifications; and be available whenever geotechnical-engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform construction - phase observations. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can shift unanticipated -subsurface -conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you've included the material for information purposes only. To avoid misunderstanding, you may also want to note that "informational purposes" means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled "limitations;' many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are N91 Covered The personnel, equipment, and techniques used to perform an environmental study - e.g., a "phase -one" or "phase -two" environmental site assessment - differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk -management guidance. Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer's services were not designed, conducted, or intended to prevent migration of moisture - including water vapor - from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material -performance deficiencies. Accordingly, proper implementation of the geotechnical engineer's recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building -envelope or mold specialists on the design team. Geotechnical engineers are not building -envelope or mold specialists. GEOPROFESSIONAL BUSINESS SAYA ASSOCIATION Telephone: 301 / 565-2733 e-mail: info@geoprofessional.org www.geoprofessional.org Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBAs specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element \ of a report of any kind. Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent