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Contract 59065
CITY SECRETARY GONTRACT N0. FORT WORTH CONTRACT FOR THE CONSTRUCTION OF South Westside V 36-inch Water Line City Project No. 103428-2 Mattie Parker David Cooke Mayor City Manager Chris Harder, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department HALFF; 4000 Fossil Creek Boulevard Fort Worth, TX 76137 TBPE REG #312 2022 PAPE-DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PNWY, STE 425 I PLANO, TX 75024 1214,420,8494 TEXAS ENGINEERING FIRM *470 I TEXAS SURVEYING FIRM *10194390 OFV:ilc;'J =S L J EEEC 13i[1 ■■■ NMI FORT WORTH CONTRACT FOR THE CONSTRUCTION OF South Westside V 36-inch Water Line City Project No. 103428-2 KIM KEEFER /0 Prepared for The City of Fort Worth Water Department HALFF 4000 Fossil Creek Boulevard Fort Worth, TX 76137 TBPE REG #312 November 2022 �J PAPE-DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIII I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 I PLANO, TX 75024 1214.420.8494 TEXAS Et2GRIEERIt.G FIRM 4470 1 TEXAS SURVEYIt1G FIRM ft10194390 e f CRAIG B. MEIER .../ % .,\ 122603 ;A. i II�p,�4.•,'/CENSt%/ �� 11 `;; o `A` N...- • star sot Ni * 11 s* 1 /22/2022 TBPE Finn 1*213656 FORT WORTH CONTRACT FOR THE CONSTRUCTION OF South Westside V 36-inch Water Line City Project No. 103428-2 In association with DKC Integrity, LLC. Specifications: 33 04 10, 33 04 11., 33 04 12 Prepared for The City of Fort Worth Water Department ■■■ ■■■ HALFF ■■■ 4000 Fossil Creek Boulevard Fort North, TX 76 137 TBPE REG #312 November 2022 �J p1,4.(.:., t7 • 1- , i. flf ifirwE::1111:P:01 PAPE-DAWSON ENGINEERS DALLAS I SAN ANTONIO I AUSTIN I HOUSTON I FORT WORTH 5810 TENNYSON PKWY, STE 425 1 PLANO, TX 75024 1214.420.8494 TEXAS ENGINEERING FIRM 1470 1 TEXAS SURVEYING FIRM *10194390 FORT WORTH® City of Fort Worth Standard Construction Specification Documents Adopted September 201 1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 07/19/2021 00 21 13 Instructions to Bidders 11/02/2021 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 00 43 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 00 45 11 Bidders Prequalifications 08/13/2011 00 45 12 Prequalification Statement 09/30/2021 00 45 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 11/23/2021 00 61 13 Performance Bond 07/01/2011 00 61 14 Payment Bond 07/01/2011 00 61 19 Maintenance Bond 07/01/2011 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 03/09/2020 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 08/13/2021 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. I 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 33 - Utilities Date Modified 33 04 40 Cleaning and Acceptance Testing of Water Mains 10/27/2022 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 10/27/2022 33 11 10 Ductile Iron Pipe 06/02/2022 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 08/01/2022 33 11 14 Buried Steel Pipe and Fittings 08/01/2022 33 12 30 06/02/2022 Combination Air Valve Assemblies for Potable Water Systems Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apes.fortworthtexas.gov/ProiectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 03/11/2022 0211 11 T till n ^ri,,,<,nt i ^ T,nr,denment 12/20/2012 y 02 41 15 Paving n emoval 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03/11/2022 03 34t 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 3/16 Concrete inne T for Trent Repai . 12/20/2012 ateria T 03 80 00 a; •ons to Exist Co Structure: 12/20/2012 ng crcte Division 26 - Electrical 26 05 00 Common \Vork 03/11/2022 n es„Tts for Electrical 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 d Boxes 12/20/2012 for Electrical Systems 26 05 43 { �r„.,.,,n r n„a anon< for mot„ctr;^nt Syste s 07/01/2011 ucts ays 26 05 50 Communications M„lt; D„ct rend,,;t 02/26/2016 Division 31 - Earthwork 31 00 00 Site Clearing 03/22/2021 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Eeirew 01/28/2013 31 24 00 Emits 01/28/2013 31 25 00 Erosion and Sediment Control 04/29/2021 .3 0 Gas 42/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 42/20/2012 32 01 18 Tempor r<, ^ "r halt-v,u r 12/20/2012 epa 32 01 29 Co aretc nn<,;rin :r 12/20/2012 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Course^ 12/20/2012 32 11 33 CcmcntTreatedBaseCourses 06/10/2022 32 11 37 08/21/2015 32 12 16 I-2/20120-12 Asphalt -Paving 32 12 73 Asphalt Paving Crack S 12/20/201-2 giants 32 13 13 Concrete Paving 06/I0/2022 32 13 20 n e;a .. ik n... .. a B n_ n 12/09/2021 32 13 73 Concrete Paving Joint S 4-2120/2012 alants 32 11 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb Gutters Valley Cutters 0Lrtr�2O 09 and and 32 17 23 Pavement -Markings 06/10/2022 32 17 25 Curb Address Painting 11/01/2013 32 31 13 €hairs Fenee ana €ates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Weed 12/20/2012 -Fences -and -Gates 32 32 13 Cast in Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Roadway Right-of-ways 03/11/2022 32 92 13 Sodding 05/13/2021 32 92 14 Non -Native Seeding 05/13/2021 32 93 13 Trees Shrub., 12/20/2012 and Division 33 - Utilities 33 01 30 Sewer Manhole Testing 09/07/2018 and 33 01 31 Closed Circuit Television Inspection Sanitary Scwer 03/11/2022 (CCTV) 33 01 32 Closed Circuit Television Inspection--Sterm Drain 03/11/2022 (CCTV) 33 03 10 n.......,., n.,»...:..g f Exist:.... co....,. c....«o..... 12/21/2012 e 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 01 30 Temporary Water Service, 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 01 50 Cleaning Pipes 03/11/2022 of 33 05 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings 09/09/2022 33 OS 11 Adjusting Manholes, Inlets, Valve Boxes, Other Structures to and Grade 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collar., 03/11/2022 33 05 20 Auger Boling 12/20/2012 33 05 21 Tunnel 12/20/2012 -Liner -Plate na 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Lecatie^ ^F ` 12/20/2012 s 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 09/20/2017 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. I 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 11 12 U 1.,..:«.a i le rPV€) D ....o n: 09/09/2022 e a 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe Fittings 12/20/2012 and 33 12 10 Water Services 1 inch to 2 inch 02/11/2017 33 12 11 12/20/2012 meters 33 12 20 Resilient Seated Gate Valve 05/06/2015 33 12 21 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 10 Fire 01/03/2011 -Hydrants 33/5n ux..«.._ c.,.....1„ a«.,.:,..... 12/20/2012 33 12 60 Standard Blow -off Valve Assembly 06/19/2013 33 31 12 Cured Pin D'a Pipe 12/20/2012 -in o (CIPP) 33 31 13 r.:f l Deinf D: f _ G ..:«.. a :« , c ... _ 12/20/2012 r e 33 31 15 High D for Sanitary Sewer 04/23/2019 c 33 31 20 Polyvinyl Chloride Gravity Sanitary Sewer Pipe 09/09/2022 (PVC) 33 31 21 Polyvinyl Chloride (PV, G)-Gl 12/20/2012 esed-P-reffle-Gravity-Sanita Pipe er 33 31 22 c.,..:..,._, cewe cl:.. r :.,:,.g 12/20/2012 33 31 23 c :« . e ... _ D: v l .. 12/20/2012 33 31 50 Sanitary Sewer Service Connections Service Line 01/26/2013 and 33 31 70 Combination Air Valve for Sanitary Sewer Force Main, 12/20/2012 33 39 10 Cast in Place Concrete Manhole., 12/20/2012 33 39 20 Pn-�Generete-Manholes 12/20/2012 33-39-30 Fiberglass Manhole, 12/20/2012 33 3910 Wastewater Access Chamber 12/20/2012 (WAC) 33 39 60 Liners for Sanitary Sewer Structures 01/29/2021 33 41 10 Reinforced Concrete Storm Scwer Pipe/Culvert, 07/01/2011 33 41 11 D: f S4 T : 12/20/2012 S: l i , D 1.. «M../ / 1 PE) n r 33 41 12 Reinforced Polyethylene Pipe 11/13/2045 (SRPE) 33 11 13 Polypropylene Pipe for St Drain 0640/2022 rm 3346-00 Subdrainage 12/20/2012 33 46 01 07/01/2011 3316 02 Trench Drain, 07/01/2011 3349 0 Casa in Dl..eo Mtmhele Tunetie vexes 12/20/2012 and 33 19 20 Curb Drop Inlets 03/11/2022 and 33 49 10 c« .. ,_ in He ... n ur: ... 11 07/01/2011 Division 34 - Transportation 314110 31 11 10.01 Traffic Signal., Attachment A Controller Cabinet 03/11/2022 12/18/2015 34 11 10.02 34 11 10.03 Attachment B Controller Specification 02/2012 01/2012 34 41 11 34 41 13 34 11 20 Temporary Traffic Signal, Removing Traffic Signal,, 11/22/2013 03/11/2022 12/20/2012 34 41 20.01 34 11 20.02 Arterial LED Roadway -Luminaires 06/15/2015 06/15/2015 31 11 20.03 344-30 Residential LED Roadway Luminaires Aluminum Sign, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 06/15vrr /20r2 15 11/12/2013 South \Vestside V Transmission Main City Project No. 103428-2 Addendum No. 1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 34 41 50 34 71 13 Single-Mede--Fiber-Optie-Gable Traffic Contrel 02/26/2016 03/22/2021 Appendix GC-4.01 GC-4.02 GC-4.04 GC-6.06.D GC-6.07 GC-6.24 GR-01 60 00 Availability of Lands Subsurface and Physical Conditions Underground Facilities Minority and Women Owned Business Enterprise Compliance Wage Rates Nondiscrimination Product Requirements END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised September 9, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. t 2/17/23, 11:10 AM M&C - Council Agenda City of Fort Worth, Texas Mayor and Council Communication DATE: Tuesday, February 14, 2023 REFERENCE NO.: M&C 23-0125 LOG NAME• 60SWESTSIDE V WATERMAIN- MCKEE SUBJECT: (CD 3 / FUTURE CD 3) Authorize Execution of a Contract with McKee Utility Contractors, Inc. in the Amount of $11,395,255.00 for Westside V Elevated Storage Tank and Transmission Main Project, Provide for Total Project Costs in the Amount of $12,142,419.00, Authorize Acceptance of Funds from Walsh Ranches Limited Partnership in the Amount of $290,000.00,Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt, and Adopt Appropriation Ordinances to Effect a Portion of Water's Contribution to the Fiscal Years 2023-2027 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with McKee Utility Contractors, Inc. in the amount of $11,395,255.00 for the Westside V Elevated Storage Tank and Transmission Main project (City Project No. 103428); 2. Authorize the acceptance of funds from Walsh Ranches Limited Partnership in the amount of $290,000.00 (City Secretary Contract No. 58730); 3. Adopt attached appropriation ordinance increasing estimated receipts and appropriations in the Water and Sewer Capital Projects Fund in the amount of $290,000.00, from Walsh Ranches Limited Partnership, for the purpose of providing funding for the Westside V Elevated Storage Tank and Transmission Main project (City Project No. 103428); 4. Adopt the attached resolution expressing official intent to reimburse expenditures with proceeds from future debt for the Westside V Elevated Storage Tank and Transmission Main project; and 5. Adopt the attached appropriation ordinance adjusting appropriations in the W&S Commercial Paper Fund by increasing appropriations in the Westside V Elevated Storage Tank and Transmission Main project (City Project No. 103428) in the amount of $11,852,419.00 and decreasing appropriations in the W&S Commercial Paper project (City Project No. UCMLPR) by the same amount to effect a portion of Water s Contribution to the Fiscal Years 2023-2027 Capital Improvement Program. DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a contract with McKee Utility Contractors, Inc. in the amount of $11,395,255.00 for the Westside V Elevated Storage Tank and Transmission Main project (City Project No. 103428). The project was advertised for bid on October 13 and 20, 2022, in the Fort Worth Star -Telegram. On November 17, 2022, the following bids were received: Bidder Unit 1 Bid Unit 2 Bid Total Bid Contract Time McKee Utility Contractors, Inc. $11'105,255.00 $290,000.00 $11,395,255.00 365 Calendar Days Reyes Group, Ltd. $11,249,348.25 $350,650.75 $11,599,999.00 Thalle Construction $11,820,078.00 $263,000.00 $12,083,078.00 apps.cfwnet.org/ecouncil/p intmc.asp?id=30751&print=true&DocType=Print 1/3 2/17/23, 11:10 AM M&C - Council Agenda of Co., Inc. Jackson Construction, Ltd. $12,168,688.00 $330,000.00 $12,498,688.00 Walsh Ranches Limited Partnership (WRLP), pursuant to a Developer Funding Agreement (City Secretary Contract No. 58730), will contribute the amount of $290,000.00 to pay for the cost of the Unit 2 Bid which consists of 24-inch stub outs as requested by WRLP during the design of this project. In addition to the contract cost, $525,059.00 is required for project management and inspection and $222,105.00 is provided for project contingency. M&C 21-0482 authorized $461,026.00 for project management, real property acquisitions, and utility coordination in relation to Kimley-Horn and Associates, Inc.'s original engineering contract. This project will have no impact on the Water Department's operating budget when complete. It is the practice of the Water Department to appropriate its CIP plan throughout the fiscal year, instead of within the annual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will amend the City of Fort Worth's Fiscal Year 2023- 2027 Capital Improvement Program as follows: 60SWESTSIDE V WATERMAINP2- MCKEE Capital Fund Project Name FY2023 CIP Appropriations Authority (Increase/Decrease) Budget Change Revised FY2023 Budget Budget Name Fund W&S Commercial Paper 56021- 103428 WS and Transmission Main V — EST $0.00 This M&C $11,852,419.00 $11,852,419.00 Fund 56002- Capital Projects W&S 103428 WS and Transmission Main — V EST $0.00 This M&C $290,000.00 $290,000.00 This project is anticipated to be included in a future revenue bond issue for the Water & Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached reimbursement resolution. Under federal law, debt must be issued within approximately three years in order for these expenses to be reimbursable. Adoption of the attached resolution does not obligate the City to sell bonds, but preserves the ability of the City to reimburse itself from tax-exempt bond proceeds. Funding is budgeted in the W&S Commercial Paper Fund for the purpose of funding the WS V EST and Transmission Main project, as appropriated. Funding for the WS V EST and Transmission Main project is depicted below: FUND Appropriations Existing Appropriations Additional Project Total* W&S Series Rev Bonds 2022 - $9,725,584.00 $0.00 $9,725,584.00 apps.cfwnet.org/ecouncil/printrnc asp?id=30751&print=true&DocType=Print 2/3 2/17/23, 11:10 AM M&C - Council Agenda Fund 56020 W&S Commercial Paper 56021 - Fund $0.00 511,852,419.00 $11,852,419.00 W&S Projects 56002 Capital - Fund $0.00 S290,000.00 $290,000.00 Project Total S9,725,584.00 $12,142,419.00 $21,868,003.00 *Numbers rounded for presentation purposes. Business Equity - McKee Utility Contractors, Inc. is in compliance with City's Business Equity Ordinance by committing to seven percent Business Equity participation on this project. The City's Business Equity goal on this project is seven percent. The project is located in COUNCIL DISTRICT 3/FUTURE DISTRICT 3. • FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the W&S Commercial Paper project within the W&S Commercial Paper Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinances, funds will be available in the W&S Commercial Paper Fund and the W&S Capital Projects Fund for the WS V EST and Transmission Main project to support the approval of the above recommendations and execution of the construction contract. The Water Department (and Financial Management Services) is responsible for the collection and deposit of funds due to the City. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availability of funds. FUND IDENTIFIERS (FIDs): TO Fund Department ID Account Project ID ProgramActivity Budget (Chartfield Reference # 2) lAmount Year FROM Fund Department ID Account Project ID ProgramActivity Budget (Chartfield Reference # 2) Amount Year CERTIFICATIONS: Submitted for City Manager's Office by: Originating Department Head: Additional Information Contact: Dana Burghdoff (8018) Chris Harder (5020) Russell Redder (4970) ATTACHMENTS 1. 60SWESTSIDE IIIIVV WATERMAINS-MCKEE 1295.pdf (CFW Inter-nal) 2. 60SWESTSIDE IIIIVV WATERMAINS-MCKEE SAM.pdf (CFW Internal) 3. 60SWestside V Watermain McKee.docx (CFW Internal) 4. 60SWESTSIDE V WATERMAIN- MCKEE Comp Memo.pdf (CFW Internal) 5. 60SWESTSIDE V WATERMAIN-MCKEE FID Table (WCF 12.02.22).xlsx (CFW Internal) 6. 60SWVWATERTMAINOMCKEE MAP.pdf (Public) 7. ORD.APP6OSWESTSIDE_V_WATERMAIN-_MCKEE_56002_A023(r3).docx (Public) 8. ORD.APP6OSWESTSIDE V WATERMAIN- MCKEE 56021 A023(r5).docx (Public) 9. PBS CPN 103428.pdf (CFW Internal) 10. Res.60SWESTSIDE_V_WATERMAIN-MCKEE.docx (Public) apps.cfwnet.org/ecouncil/printmc.asp?id=30751&print=true&DocType=Print 3/3 60SWESTSIDE V WATERIVIAIN - MCKEE EID Table aI L. al 4-. X L 41 4- X • EVENUE or EXPENSE - No KK or GL Entries Needed) Activity Budget CF 2 Program Amount Purpose Xfer Year 001480 9999 $ 56,637.00 Staff Costs - Construction 0) N O Q. O. CU in O O.L.L a Staff Costs - Inspection Public Outreach (Sally) Project contingencies To pay contractor Soil Lab - TPW Staff Costs Soil Lab - Consultant Developer Contribution Combo Code 0 Ql ci Cr N C 0 ri E a $ 11,852,419.00 O O O O 0 O a) FIDs (Actual) Activity Budget CF 2 Program Amount Year O O ri N CO al M O O O O O 'Ct O O LA O -i N N N $ 11,105,255.00 O O al ri lip O al O O N CO al M M O O O O O O Cr) N t o o a Project ID Activity Budget CF 2 Year UCMLPR UNSPEC 2023 2023 M N O N al al al al al CY1 al al al al al al Q7 al al al al al al al al al al al al al al Ql 0 'Cr00 O 0 001480 001485 001480 001480 001480 001484 001484 001480 z Q w CC 103428 103428 FIDs Account Project ID 5110101 103428 103428 103428 103428 103428 103428 103428 103428 103428 4640001 ri O i O ri ri 10 N O ri O L tl1 L 5740010 5740010 5310350 5330500 0 r1 0 0 d- N 10 2060000 0600430 0600430 6111.1611111. Rec# Fund Dept # 4&5 56021 0600430 0600430 0600430 0600430 0600430 0600430 0600430 0600430 4&5 56021 2&3 56002 ri N O LID 10 r-1 N O lD If) 56021 ri N 0 lD 10 56021 56021 56002 56021 0, 4&5 06 r-i o6 c OZj 00 05 10 - 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with the approved 7 M&Cfor the award of the project. AMC insert shall be on blue paper] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 1 To the Plans, Specifications & General Contract Documents SOUTH WESTSIDE V TRANSMISSION MAIN City Project No. 103428-2 Addendum No. 1. Issue Date: November 1, 2022 Bid Opening Date: November 10, 2022 This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for City Project No. 103428-2 are hereby revised by this Addendum No. 1 as follows: 1. The minutes of the pre -bid meeting for this project, held on October 26, 2022, are attached, and are hereby made patt of the Contract Documents for City Project No. 103428-2. 2. Specifications section 00 00 00 TABLE OF CONTENTS, the table of contents is hereby replaced with the table of contents attached to this document. 3. The Access and Indemnity Agreement attached has hereby been made part of the Contract Documents for City Project No. 103428-2 and must be signed by all Contractors and Sub - Contractors before entry onto the Walsh Ranch property. 4. Specifications section 00 41 00 — BID FORM, PARAGRAPH 3 PREQUALIFICATION. Paragraph 3 PREQUALIFICATION to be REPLACED in its entirety with the following: • "3. Prequalification The Bidder acknowledges that the following work types must be performed only by piequalified contractors and subcontractors: a. Water Transmission, Development, 42-inches and smaller b. Tunneling — 36-Inches — 60-inches, and 350 LF or less" For clarification, this change includes replacement of "Water Transmission Mains, Development, 36-diameter and smaller" with "Water Transmission, Development, 42-inches and smaller", removal of "Asphalt Paving Construction (less than 15,000 square yat ds)", and addition of "Tunneling — 36-Inches — 60-inches, and 350 LF or less". 5. Specifications section 00 45 12 — PREQUALIFICATION STATEMENT to be REPLACED in its entirety by the attached. Revisions to the original include: • Replacement of "36-inch Water Transmission Main" with "Water Transmission, Development, ADDENDUM NO. 1 Issued: November 1, 2022 42-inches and smaller" • Removal of "Pipe Fittings" • Removal of "Cathodic Protection" • Addition of "Tunneling — 36-Inches — 60-inches, and 350 LF or less". 6. Specifications section 33 04 40 — CLEANING AND ACCEPTANCE TESTING OF WATER MAINS to be REPLACED in its entirety by the attached. The following changes are made to this Section: • Paragraph 3.10.E.I.d.1.b DELETE 225 psi minimum and replace with 250 psi. 7. Specification 33 05 23 — HAND TUNNELING, added specification in its entirety. 8. Specification 33 05 24 — INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE to be REPLACED in its entirety by the attached. The following changes are made to this Section: • Paragraph 2.2.B.1 Table add "A W WA C200 (Restrained)" under Material for Water Line 24 and greater. 9. Specification 33 11 10— DUCTILE IRON PIPE to be REPLACED in its entirety by the attached. The following changes are made to this Section: • Paragraph 2.2.B.5 DELETE Section "5." in its entirety. 10. Specification 33 11 13— CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE to be REPLACED in its entirety by the attached. The following changes are made to this Section: • Paragraph 2.2.C. I.e.8 DELETE Section "8)" in its entirety and replace with "8) Pressure Class = 250 psi min. working pressure". • Paragraph 2.2.C.1.e.9.a DELETE Section "a)" in its entirety and replace with "a) where: Total Pressure (including surge) = 250 psi + 100 psi = 350 psi". • Paragraph 2.2.C.I.e.9.b DELETE Section "b)" in its entirety 11. Specification 33 11 14 — BURIED STEEL PIPE AND FITTINGS to be REPLACED in its entirety by the attached. Revisions to the original include: • Paragraph 1.9.A.1.d.2 DELETE Section "2)" in its entirety and replace with "2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be performed under the control of the manufacturer." • Paragraph 2.2.B.2.a.1.d DELETE reference to SSPC SP 10 and replace with "SSPC SP 5". • Paragraph 2.2.C.1.e.7 DELETE Section "7)" in its entirety and replace with "7) Soil Reaction Modulus (E') < 1,000" ADDENDUM NO. 1 Issued: November 1, 2022 • Paragraph 2.2.C.1.e.8 DELETE Section "8" in its entirety and replace with "8) Working Pressure = 250 psi a) Test Pressure = (1) No less than 1 25 minimum times the stated working pressure (312.5 psi) of the pipeline measured at the highest elevation along the test section. (2) No less than 1.5 times the stated working pressure (375 psi) at the lowest elevation of the test section." • Paragraph 2.2.C.1.e9.a DELETE Section "a)" in its entirety and replace with "a) Where Total Pressure (including surge) = 350 psi." • Paragraph 2.2.C.4.a DELETE Section "a)" in its entirety and replace with "a. The minimum pipe wall steel thickness shall be as designed, but not less than 0.25 inches or pipe D/240, whichever is greater for pipe and fittings, with no minus tolerance, where D is the nominal inside pipe diameter. Thickness must be sufficient to meet full buried vacuum conditions in all locations." • Paragraph 2.2.C.4.e DELETE Section "e)" in its entirety and replace with "Pipe, fittings and specials shall be designed such that the maximum stresses in the pipe due to the thrust loading will not exceed 23,000 psi." 12. Drawing sheet 43 of 50 to be REPLACED in its entirety with the attached sheet 43 of 50. The following changes have been made: • Detail D108 has been modified to be applicable to Ductile Iron Pipe Only. • Detail D109 has been added in its entirety and modified to clarify the requirement for mortar coating with mortar bands on top of polyurethane coating for C200 steel pipe in casing. BIDDER OUESTIONS 1. Section 33 05 24/ 2.2.8.1 — table does not list C200 steel pipe as an acceptable carrier pipe material, yet the proposal form allows for a steel pipe material option. Please clarify. • Specification 33 05 24 Paragraph 2.2.B.1 has been modified to include C-200 steel as an acceptable carrier pipe material. 2. Section 33 04 40/ 3.10.E.l.d.l.b — please clarify if the minimum test pressure at the lowest elevation is to be 375 psi (1.5 times working pressure of 250 psi) or 225 psi as stated. Section 33 11 14/ 2.2.C.1.e.8.a.2 specifies a minimum test pressure of 375 psi. Section 33 11 13 does not specify a minimum test pressure. • Specification 33 04 40 Paragraph 3.10.E.1.d.1.b has been modified to clarify the minimum test pressure at the lowest elevation is 375 psi (1.5 times working pressure of 250 psi). 3. The prequalification requirements on page 2 of the Bid Form and the Pre -Qualification Statement attached in the specifications do not match. ADDENDUM NO. 1 Issued• November 1, 2022 • Specifications 00 41 00 and 00 45 12 have been revised to match and have been revised to include only the pre -qualification for "Water Transmission, Development, 42-inches and smaller" and "tunneling — 36-Inches — 60-inches, and 350 LF or less". 4. Could you please explain the pre -qualification requirement for "Pipe Fittings" and "Cathodic Protection"? Will these suppliers be required to send in prequalification statements to supply the project? • Pre -qualification for Pipe Fittings and Cathodic Protection have been removed and replaced with "Water Transmission, Development, 42-inches and smaller" and "tunneling — 36-Inches — 60-inches, and 350 LF or less". All other provisions of the contract documents, plans and specifications shall remain unchanged. Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering the bid non- responsive. A signed copy of this addendum shall be placed into the Proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: oottt PA 0P 000, „k.0„ {COJ\VI. All. GCrj A � A l IJl1ea a 11: 06, By: mitt 1. r By Company: :McKee Utility Contractors, Inc. Address: 2319 W. Main Street City: Prague State: Oklahoma Russell Redder, P.E. Project Manager, Water Department ADDENDUM NO. 1 Issued: November 1, 2022 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO. 2 To the Plans, Specifications & General Contract Documents SOUTH WESTSIDE V TRANSMISSION MAIN City Project No. 103428-2 Addendum No. 2. Issue Date: November 2, 2022 Bid Opening Date; November 17, 2022 'th/zi This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for City Project No. 103428-2 are hereby revised by this Addendum No. 2 as follows: Technical Specifications • SECTION 00 11 13 "Invitation to Bidders" • REPLACE in its entirety with the attached • The bid opening date has been changed from Thursday, November 10, 2022 to Thursday, November 17, 2022 All other provisions of the contract documents, plans and specifications shall remain unchanged. Failure to return a signed copy of the addendum,w,ikj the Proposal shall be grounds for rendering the bid non- responsive. A signed copy of this addendurtishalhbe_placed into the Proposal at the time of bid submittal. ;,, RECEIPT ACKNOWLEDGED: n F t , 0_I!_:f.1 Clitistopher Harder P.E. Water Department, Director GG k«Ee: scoot004 f^ Company: McKee Utilty Contractors, Inc. Address: 2319 W. Main Street City: Prague State: Oklahoma By: Tony Sholola, P.E. Water Department, Assistant Director ADDENDUM NO. 2 Issued: November 2, 2022 CITY OF FORT WORTH WATER DEPARTMENT ADDENDUM NO 3 To the Plans, Specifications & General Contract Documents SOUTH WESTSIDE V TRANSMISSION MAIN City Project No. 103428-2 Addendum No. 3. Issue Date: November 11, 2022 Bid Opening Date: November 17, 2022 KIM KEEFER This Addendum forms part of the Specifications and Contract Documents and modifies the original Specifications and Contract Documents. Bidders shall acknowledge receipt of this Addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for City Project No. 103428-2 are hereby revised by this Addendum No. 2 as follows: Technical Specifications • The plan holders list for this project, as of November 11, is attached and hereby made part of the Contract Documents for City Project No. 103428-2. • SECTION 33 01 32 "Closed Circuit Television (CCTV) Inspection for Water Transmission Mains" ADDED in its entirety. • SECTION 33 05 22 "Steel Casing Pipe" to be REPLACED in its entirety by the attached. Revisions to the original include: • Paragraph 2.2.A.3 Minimum Wall Thickness of 0.75 inches ADDED to Casing Pipe Diameter of 54 inches • • SECTION 33 11 10 "Ductile Iron Pipe" to be REPLACED in its entirety by the attached. Revisions to the original include: • Paragtaph 3.7.2 ADDED in its entirety • SECTION 33 11 13 "Concrete Pressure Pipe Bar -Wrapped Steel Cylinder Type" to be REPLACED in its entirety by the attached. Revisions to the original include: • Paragraph 2.2.C.2.c.1. Coefficient of Friction 0.25 'REMOVED and REPLACED with 0.5 • Paragraph 3.4.C.3.f ADDED in its entirety • Paragraph 2.2.B.9.a.g ASTM C150 REMOVED and REPLACED with ASTM C595 • SECTION 33 11 14 "Buried Steel Pipe and Fittings" to be REPLACED in its entirety by the attached. Revisions to the original include: • Paragraph 2.2.B.11.a.2 ASTM C 150 REMOVED and REPLACED with ASTM C595 ADDENDUM NO. 3 Issued: November 11, 2022 Bidder • Ouestions Cannot find on the plans what Paragraph 2.2.B.5 of Specification 33 1110 is referring to. Can you please clarify or direct us? • Paragraph 2.2.B.5 of Specification 33 11 10- "Ductile hon Pipe" has been removed in its entirety as part of Addendum No. 1 released on November 1. • We would not be able to supply DI pipe to accommodate the Final Acceptance of 365 days as mentioned in Section 4.1 of Specification 00 41 00 and 00 52 43 if the Contract Time to commence would be within 60-90 days. We would need at least twice the current 365 days to ship all this pipe to meet substantial completion. This could change (better or worse) depending on backlog at the time this order would be entered. • The Final Acceptance timeline of 365 days, as mentioned in Specification 00 41 00- "Bid Form" Paragraph 4.1 and Specification 00 52 43- "Agreement" Paragraph 4.1, is correct and not anticipated to change at this time. • Verify the working pressure for this project which should be used for Hydro & restraint calculations? • The Working Pressure of 250 psi as stated in Specification 33 11 10- "Ductile Iron Pipe" Paragraph 2.2.B.7.5 is correct for this project. • Specification 33 11 13 for Bar Wrapped Pipe, para 1.9.A.I.e states that pipe and fittings are not allowed to be shipped over saltwater ways or via rail. Prior to addendum I, 33 11 14 for steel pipe included this same requirement. As shipping in this manner adds both material risk and potential project timing risk to the project, we respectfully request the requirement for no shipping over saltwater or by rail be re -introduced into the steel pipe, 33 1114, and be included in the ductile iron pipe specification, 33 11 10. • No changes will be made to the specifications at this time. • Specification 33 11 13 for Bar Wrapped Pipe, para 2.2.C.2.c. I . calls for thrust restraint for•bar wrapped pipe which has a rough mortar coating to calculated using a coefficient of friction of 0.25. This coefficient of friction is extremely low when calculating frictional resistance of a rough mortar coated pipe, especially considering that Specification 33 11 14 for Steel Pipe, para 2.2.C.2.d.3 calls for a smooth polyurethane coated steel pipe to be allowed the same coefficient of friction of 0 25 We respectfully request that coefficient of friction used for thrust restraint calculations for bar wrapped pipe be increased to 0.5 in accordance with AWWA Manual M9. • The coefficient of friction mentioned in Paragraph 2.2.C.2.c.1. of Specification - "Concrete Pressure Pipe Bar -Wrapped Steel Cylinder Type" has been revised to 0.5. • Specification 33 11 13 for Bar Wrapped Pipe, para 3.4.C.3 requires filling the interior joint recess with cement mortar/grout. Joint rings for the bar wrapped pipe on this project will be metalized with 4 mils of pure zinc which provides corrosion protection for the joint ring. We respectfully submit that mortar pointing of interior of non -welded joints on bar wrapped pipe be eliminated if metalized joint rings are provided. • A statement has been added to Paragraph 3.4.C.3 of Specification 33 11 13 — CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE stating that mortar pointing of interior non -welded joints not required if metalized joint rings are provided per AWWA M9. • ASTM C150 to ASTM C595 specification for interior linings transition industry change. • Mention of ASTM C150 has been replaced with ASTM C595 in Specification 33 11 13 and Specification 33 11 14. ADDENDUM NO. 3 Issued: November 11, 2022 • Special Conditions SC-6.09A states that the contractor has to obtain the "FAA permit for construction phase". Where can the information for this permit be found? • FAA Permit information is not included in the contract documents because it is not deemed applicable to this project, • Spec section 33 05 22 — 2.2 — 3 Steel casing pipe states that casing pipe diameter greater than 48 inches minimum wall thickness to be project specific design. Can you clarify what the minimum thickness is for the 54" casing? • The minimum wall thickness for 54" casing is 0.75 inches and has been added to the table in paragraph.2.2,A.3 of Specification 33 05 22 "Steel Casing Pipe". • Spec section 33 11 13 "Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type" — 3.7 — A — 3 and spec section 33 11 14 "Buried Steel Pipe and Fittings" — 3.7 — A — 5 calls to provide a Post - CCTV inspection for water lines 24-inch and larger. Does this not apply to spec section 33 11 10 Ductile Iron Pipe? • Post -CCTV has been added as a requirement for water lines 24-inch and larger in Paragraph 3.7.A of Specification 33 11 10 — DUCTILE IRON PIPE. All other provisions of the contract documents, plans and specifications shall remain unchanged. Failure to return a signed copy of the addendum with the Proposal shall be grounds for rendering the bid non- responsive. A signed copy of this addendum shall be placed into the Proposal at the time of bid submittal. RECEIPT ACKNOWLEDGED: By: Shane McKee President Company: McKee Utility Contractors, Address: 2319 W Main St. • �• ; , ., C Clu istopher Harder P.E. / °• - 0 Water Department, Director �l •1• .' •.� \. ♦J /^J � +` < rl 1 (. e <1) u o .r o •�„ 6 ( 0 aN.�, �. CPC �j o ,�/,,b. ,t <' eb O ▪ eooeoe % °oc0oe0000ae000°°'°�o Inc City: Prague State: OK 14 dn sL4 By: Tony Sholola, P.E. Water Department, Assistant Director ADDENDUM NO. 3 Issued: November 11, 2022 �J PAPE-DAWSON ENGINEERS MEETING MINUTES CITY OF FORT WORTH WATER DEPARTMENT MEETING TITLE: PRE -BID CONFERENCE DATE: 10/26/2022 PROJECT TITLE: City of Fort Worth - South Westside V Transmission Main, 103428-2 ATTENDEES: Russell Redder, Bill Geiser, Preston Dillard, Hannah Looney, Leah Hodge, John Kasavich, Kellie Guthrie, Walter Newman, Franco Piarulli, Randy Haney, Tony Sholola, Tori Ferguson, and Dustin Barber MEETING TOPICS: 1. Bid Opening Thursday, Bids accepted November until 1:30 10, 2022 pm 2. Contacts City Design of Fort Worth Consultant Project Project Manager Manager — — Russell Randy Redder, Haney, PE PE 3. Description of Project This a) b) c) d) Project 14,200 75 2-160 4 gas LF of includes: LF 54" LF main of 24" steel crossings 36" stub Water casing -outs (BKV Line and by open Midstream) by 36" open cut Water cut Line by other than open cut 4. Material Options DIP Steel Concrete AWWA C200 AWWA C303 5. Prequalification All a) b) Will Contractors Contractors Water Tunneling be updated Transmission must — must in 36-Inches Addendum submit be prequalified Mains, prequalification — 60-inches, No. Development, for: 1. and application 350 36-diameter LF or less at least and 7 days smaller prior to Bid opening. 6. Site Access All Contractors which Gas Use easements will pads caution cannot and be included when have subcontractors be crossing been used in purchased. Addendum for gas equipment lines. must sign 1, before parking. to the entering Walsh access the and property. indemnity agreement, 7. Business Equity Business Consultants Submit Onlv recognizes equity payments to submit goal MBE of and 7% forms system WBE (Walter to and be only Newman) deemed update responsive percentage or un-responsive. every into month. Transportation I Water Resources I Land Development I Surveying I Environmental telephone: 214-420-8494 address: 5810 TENNYSON PARKWAY, SUITE 425 PLANO, TX 75024 website: PAPE-DAWSON.COM Dallas I San Antonio I Austin I Houston I Fort Worth I New Braunfels I Corpus Christi Texas Engineering Firm #470 Texas Surveying Firm #10194390 AGENDA yoti cam;in; v(%II( f)ep.ii 11111'iif Mime , i irI'r ()nil n Lt)(.1ti(tl Page 2 of 2 8. Project Schedule a) Addenda- Last day to issue Addenda without delay to bid opening — Friday, November 4, 2022 at 5 pm. b) Questions- All questions must be submitted in writing on or before 2 pm on Monday, November 7, 2022. c) M/WBE- All Business Equity forms must be completed and sent to the City Project Manager no later than 2:00 pm on Tuesday, November 15, 2022. d) Project completion and Final Acceptance within 365 days after Contract Time commences 9. Discussion topics Liquidated damages set at $1,000.00 per day. No existing water in the vicinity of the project area. Water for hydrostatic testing to be provided by the eastern portion of the Westside V Transmission Main and contingent on completion of the pump station. Coordination with BKV Midstream and Walsh Ranch. Questions: No questions PAPE-DAWSON ENGINEERS ACCESS AND INDEMNITY AGREEMENT This Access and Indemnity Agreement (this "Agreenent") is made and entered into on this of , 2022 (the "Effective Date") by and between Walsh Ranches Limited Partnership, a Texas limited partnership ("Owner"), and , a ("Access Party"). WHEREAS, Access Party has requested that Owner grant its permission for Access Party to access the area depicted on Exhibit A (the "Property") for the limited purpose of , along with the right of ingress and egress to, from and upon the Property (the "Purpose"); and WHEREAS, Owner has agreed to grant Access Party access to the Property solely for the Purpose subject to the terms and provisions of this Agreement. NOW THEREFORE, in consideration of the foregoing and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Owner and Access Party hereby agree as follows: 1. Access; Cooperation. Owner hereby agrees to allow Access Party and its affiliates and their respective employees, contractors, consultants, subcontractors and agents (collectively, the "Representatives") to access the surface of the Property for the Purpose in accordance with the terms and provisions of this Agreement. Prior to exercising its rights hereunder, Access Party shall contact Bill McElroy at (817) 996-3128 with at least two (2) hours' notice, to make arrangements to exercise such rights. Access Party and its Representatives shall reasonably cooperate with Owner and Owner's agents, contractors, and representatives (collectively referred to herein with Owner as "Owner Representatives"), in connection with its activities on the Property. Such cooperation shall include, but shall not be limited to, notifying Owner and any necessary Owner Representatives prior to accessing the Property. 2. Access Party Conduct. (a) In exercising its rights hereunder, Access Party shall and shall cause all of its Representatives to: (i) conduct all actions related to the Purpose within the timeframe specified by Owner or Owner Representatives, with due diligence and in a prudent and careful manner in accordance with all applicable prudent industry practices and in accordance with applicable laws; (ii) promptly notify Owner and necessary Owner Representatives of any damage to the Property or any structures, and repair any damage to the Propeity or any structures, fixtures or personal property located thereof, at Access Party or its Representative's sole cost and expense; (iii) maintain the Required Insurance Coverage as specified in Section 6 of this Agreement; and (iv) comply with any rules, regulations or other instructions provided by Owner and Owner Representatives and provide competent supervision for all employees and other personnel under the direction and control of Access Party who are on premises owned or controlled by Owner. (b) in exercising its rights hereunder, Access Party shall not and shall cause all of its Representatives not to do the following without written permission by Owner: (i) Property; hunt, fish or bring any weapons, fishing tackle, dogs, drugs or alcohol onto the (ii) interfere with Owner's or its tenants', lessees', sublessees' or agents' use of the Property, including Owner Representatives' business operations on the Property; (iii) perform any activities or operations on the Property that are not within the limited scope of the Purpose; or (iv) place or allow to be placed any lien, charge, security interest or other encumbrance upon the Property or any personal property or fixtures located thereon. 3. Cleanup and Restoration. At all times Access Party is performing the Purpose, Access Party shall keep the Access Location free of spills, trash, and other waste. Access Party shall return any roads, road shoulders, grasses, turnarounds, fences, and other areas damaged during Access Party's performance of the Purpose, to their original state. 4. Damages. Access Party shall be responsible and liable for (and shall promptly pay and compensate the applicable damaged party for) any Claims (as hereinafter defined in Section 5(a)) caused by Access Party or its Representatives affecting any livestock, growing crops, improved pastures, trees, roads, structures, windmills, water wells, pipelines, stock ponds, lakes, ditches, gates, fences, cattle guards, pens, oil or gas wells, personal property, buildings, fixtures or improvements in the exercise of Access Party's rights hereunder. The provisions of this Section 4 shall survive the expiration or termination of this Agreement. 5. Exculpation and Indemnification. ACCESS PARTY HEREBY AGREES* (A) ACCESS PARTY'S AND ITS REPRESENTATIVES ACCESS TO THE PROPERTY (AND ANY ACTIVITIES OR OPERATIONS CONDUCTED THEREON) SHALL BE AT ACCESS PARTY'S SOLE RISK, COST AND EXPENSE AND ACCESS PARTY WAIVES AND RELEASES ALL CLAIMS, CHARGES AND CAUSES OF ACTION OF ANY KIND AND CHARACTER (INCLUDING CLAIMS FOR CONTRACTUAL INDEMNITY), JUDGMENTS, DAMAGES, LOSSES, PENALTIES, FINES, SETTLEMENTS, EXPENSES (INCLUDING, WITHOUT LIMITATION, ATTORNEY FEES, COURT COSTS, AND OTHER COSTS OF INVESTIGATION OR DEFENSE), LIENS OR ENCUMBRANCES FOR LABOR OR MATERIALS, AND OTHER LIABILITIES OF ANY KIND WHATSOEVER, WHETHER KNOWN OR UNKNOWN, WHETHER FIXED OR CONTINGENT (COLLECTIVELY, "CLAMS") AGAINST OR SUFFERED BY OWNER, OWNER REPRESENTATIVES, AND OWNER'S AFFILIATES, AND/OR ITS OR THEIR PARENTS, SUBSIDIARIES, DIRECTORS, PARTNERS, MEMBERS, OFFICERS, EMPLOYEES, ATTORNEYS, CONTRACTORS, AGENTS, OTHER CONTRACTORS, INVITEES AND SUCCESSORS AND ASSIGNS OF SUCFI PARTIES (COLLECTIVELY THE "OWNER INDEMNITEES") ARISING IN ANY WAY THEREFROM OR IN ANY WAY CONNECTED THEREWITH OR ARISING IN CONNECTION WITH (1) THE CONDUCT OR CLAIMS ASSERTED BY ACCESS PARTY, ITS AFFILIATES, AND/OR ITS OR THEIR RESPECTIVE AUTHORIZED REPRESENTATIVES, DIRECTORS, PARTNERS, MEMBERS, OFFICERS, EMPLOYEES, ATTORNEYS, CONTRACTORS, AGENTS, REPRESENTATIVES, INVITEES AND SUCCESSORS AND ASSIGNS OF SUCH PARTIES (COLLECTIVELY, THE "AP GROUP"), OR (11) A THIRD PARTY DERIVATIVE OF A MEMBER OF AP GROUP (DERIVATIVE OF A MEMBER OF THE AP GROUP TO INCLUDE CLAIMS, DEMANDS, CAUSES OF ACTION, AND LIABILITY OF EVERY KIND AND CHARACTER BY, THROUGH, UNDER A MEMBER OF AP GROUP FOR THE MATTERS DESCRIBED ABOVE OR WHICH WOULD NOT EXIST BUT FOR A RELATIONSHIP TO A MEMBER OF THE AP GROUP, SUCH AS, BUT NOT LIMITED TO, STATUTORY WRONGFUL DEATH CLAIMS AFFORDED THIRD PARTIES BY REASON OF THE DEATH OF A MEMBER OF AP GROUP), ARISING OUT OF, RESULTING FROM OR IN ANY WAY INCIDENTAL TO, DIRECTLY OR INDIRECTLY, THE PURPOSE OF THIS AGREEMENT, AND/OR THE PRESENCE OF A MEMBER OF AP GROUP OR THE PRESENCE OF AP GROUP PROPERTY, AT A FACILITY AND/OR SITE OR LOCATION OF OWNER INDEMNITEES, OR (III) OTHERWISE RELATED TO THE PURPOSE, OR OTHER ACTIONS OF THE AP GROUP OR OCCURRENCES OF ANY OF THE ABOVE IN CONNECTION WITH THEIR PRESENCE UPON, ENTERING OR LEAVING THE PROPERTY, AND (B) ACCESS PARTY SHALL RELEASE, INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER INDEMNITEES FROM ANY AND ALL CLAIMS ARISING OUT OF OR IN ANY WAY CONNECTED WITH, OR RELATED TO, ANY OF THE ABOVE -DESCRIBED MATTERS IN SUBPART (A), OR FROM ANY BREACH OR DEFAULT OF THIS AGREEMENT BY ANY OF THE AP GROUP; AND THE FOREGOING RELEASE AND INDEMNIFICATION SHALL APPLY WHETHER OR NOT SUCH CLAIMS, OR OTHER ACTIONS, CAUSES OF ACTION, LIABILITIES, DAMAGES, LOSSES, COSTS OR EXPENSES ARISE OUT OF (1) NEGLIGENCE (INCLUDING SOLE NEGLIGENCE, SIMPLE NEGLIGENCE, CONCURRENT NEGLIGENCE, ACTIVE OR PASSIVE NEGLIGENCE) OF ANY INDEMNIFIED PARTY, OR (II) STRICT' LIABILITY, OR ANY OTHER LEGAL FAULT OR RESPONSIBILITY OF ANY OWNER INDEMNITEES OR ANY OTHER PARTY OR PERSON. (C) WITH RESPECT TO THIS AGREEMENT, BOTH PARTIES AGREE THAT THIS STATEMENT COMPLIES WITH THE REQUIREMENT, KNOWN AS THE EXPRESS NEGLIGENCE RULE, TO EXPRESSLY STATE IN A CONSPICUOUS MANNER TO AFFORD FAIR AND ADEQUATE NOTICE THAT THIS AGREEMENT HAS PROVISIONS REQUIRING ONE PARTY (TEIE INDEMNITOR) TO BE RESPONSIBLE FOR THE NEGLIGENCE, STRICT LIABILITY, OR OTHER FAULT OF ANOTHER PARTY (THE INDEMNITEE). THE INDEMNIFYING PARTY REPRESENTS TO THE INDEMNIFIED PARTY (1) THAT IT, THE INDEMNIFYING PARTY, HAS CONSULTED AN A ITORNEY CONCERNING THIS AGREEMENT OR, IF IT HAS NOT CONSULTED AN ATTORNEY, THAT IT WAS PROVIDED THE OPPORTUNITY AND HAD THE ABILITY TO SO CONSULT, BUT MADE AN INFORMED DECISION NOT TO DO SO, AND (II) THAT IT, THE INDEMNIFYING PARTY FULLY UNDERSTANDS ITS OBLIGATIONS UNDER THIS AGREEMENT. (D) The provisions of this Section 5 shall survive the expiration or termination of this Agreement. 6. Insurance. Access Party shall, and shall cause the Representatives to, maintain in full force and effect throughout the term of this Agreement, at Access Party's (or its Representative's, as applicable) sole cost and expense, the insurance described below (the "Required Insurance Coverage"). Such insurance shall be regarded as a minimum and shall be primary to any other existing, valid, and collectable insurance. Limits of coverage required under this Agreement are in excess of defense (and related) costs. Each insurance policy maintained by Access Party in connection with the Purpose must be endorsed as follows: (a) To waive, to the extent of Access Party's risks and liabilities (including but not limited to indemnity risks and liabilities) as allocated to Access Party by the Agreement or as otherwise burdening Access Party, Undenvriters' rights of subrogation (whether by loans receipts, equitable assignment, or otherwise) against Owner and any member of Owner or Owner Representatives. (b) To provide adequate territorial and navigation limits with all laws or regulations of state or country jurisdiction, if applicable. (c) To provide coverage for Owner and any member of Owner Representatives, as Additional Insureds, relative to Access Party's risks and liabilities (to the extent of the indemnity risks and liabilities assumed hereunder) as allocated to Access Party by the Agreement or as otherwise burdening Access Party (except the Workers Compensation policy). Access Party shall, during the progress of the work, carry, at its own expense, on forms and in reliable insurance companies authorized to do business in the state or area in which the work is to be performed hereunder, the following minimum insurance coverages: (a) Worker's Compensation and Employer's Liability Insurance in accordance with the benefits afforded by the statutory Worker's Compensation Acts applicable to the state, territory or district of hire, supervision or place of accident. Policy limits for worker's compensation shall not be less than statutory limits and for employer's liability one million dollars ($I,000,000) each accident, one million dollars ($1,000,000) disease each employee, and one million dollars ($ 1,000,000) disease policy limit. (b) Commercial General Liability Insurance including "Action Over" claims, bodily injuy, death, property damage, independent contractors, products/completed operations, contractual, and personal injury liability, with a limit of $1,000,000 per occurrence and in the annual aggregate. (c) Commercial Automobile Insurance covering owned, hired, rented, and non -owned automotive equipment with a limit of $1,000,000 per each occurrence and $1,000,000 bodily injury and/or property damage, combined single limit. (d) Excess Umbrella Liability Insurance coverage in excess of the terms and limits of insurance specified in Sections 6(a), 6(b) and 6(c) with a combined limit of $5,000,000 per occurrence. (e) Prior to accessing the Property, Access Party shall furnish Owner a certificate of insurance evidencing the coverage required herein. (0 Failure of AP Group to secure the insurance coverages, or comply fully with any of the insurance provisions of this Agreement, or to secure such endorsements on the policies as may be necessary to carry out the terms and provisions of this Agreement shall be the responsibility of Access Party and shall in no way act to relieve Access Party from the obligations of this Agreement. 7. Term. This Agreement shall automatically terminate and expire immediately upon notice by Owner to Access Party; provided, however, that the terms and provisions of Section 4 and Section 5 shall survive the termination of this Agreement without time limit. 8. Severability. Any provision of this Agreement that is prohibited or unenforceable in any jurisdiction shall, as to that jurisdiction, be ineffective to the extent of that prohibition or unenforceability without invalidating the remaining provisions hereof or affecting the validity or enforceability of that provision in any other jurisdiction. 9. Governing Law. THIS AGREEMENT SHALL BE GOVERNED BY AND INTERPRETED IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS, WITHOUT REGARD TO THE APPLICATION OF ANY PRINCIPLES OF CONFLICTS OF LAWS THAT WOULD DIRECT THE APPLICATION OF THE SUBSTANTIVE LAW OF ANOTHER STATE. In addition, the parties agree to the exclusive jurisdiction and venue of the State or Federal Courts having jurisdiction in the County of Parker in the State of Texas for resolution of any claim or dispute relating to this Agreement and hereby waive any argument of lack of personal jurisdiction or inconvenience of forum regarding such courts. 10. Entire Agreement. This Agreement reflects the whole and entire agreements among the parties hereto with respect to the subject matter hereof and supersede all prior agreements and understandings, oral and written, among the parties with respect to the subject matter hereof. This Agreement shall not be amended except by a writing executed by both parties. 1 I. Attorneys' fees. Any party to this Agreement who substantially prevails (giving due consideration to all relevant circumstances and not merely to which party obtains a judgment or recovery in its favor) in asserting or defending a claim or suit arising out of a transaction covered by this Agreement shall be awarded, in addition to all other damages allowed under law, its costs, fees and expenses, including reasonable attorneys' fees and costs. 12. Affiliates. It is understood and agreed by Access Party and Owner that, notwithstanding anything herein to the contrary, all direct and remote parent, subsidiary, and affiliated entities of the Owner shall have the same rights and protections under this Agreement as if they were Owner. 13. Non -Assignability. Neither this Agreement, nor any duties hereunder nor any retention of Access Party subject to this Agreement may be assigned or subcontracted, in whole or in part, by Access Party or Access Party's subcontractors without the written consent of Owner. Any assignment or subletting permitted by Owner shall not relieve Access Party of its obligations herein. Therefore, a remedy available to Owner for breach of this provision (available in addition to all remedies which would otherwise be available) shall be the recovery of any losses, costs, and expenses (including attorneys' fees) which are incurred by Owner, its directors, officers, employees and agents, and against which losses, costs and expenses Owner, its directors, officers, employees and agents would have been indemnified had Owner had a sitnilar contractual relationship with each of Access Party's subcontractors identical to this Agreement. 14. Counterparts and Execution. This Agreement may be executed in counterparts, each of which shall be deemed an original instrument, but all such counterparts together shall constitute but one agreement. Each party's delivery of an executed counterpart signature page by e-mail is as effective as executing and delivering a hard copy. No Party shall be bound by the terms and provisions of this Agreement until such time as all of the parties have executed counterparts of this Agreement. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed by their duly authorized representatives on the date specified below their signature, but to be effective for all purposes as of the Effective Date. OWNER: ACCESS PARTY: WALSH RANCHES, L1' Walsh North Star Company, a Delaware Limited Liability Corporation, its General Partne By: Name: Title: Vice President [Name] By: Name: Title: 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Sealed bids for the construction of South Westside V Transmission Main ("Project") will be received by the City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, NOVEMBER 17, 2022, as further described below: City of Fort Worth Purchasing Division 200 Texas Street Fort Worth, Texas 76102 Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the address above; Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers. In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing Office, bidders shall email the completed Business Equity forms to the City Project Manager no later than 2:00 p.m. on the third City business day after the bid opening date, exclusive of the bid opening date. GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following alternatives: 14,300 LF 36" DIP water pipe with appropriate pipe fittings & 320 LF 24" DIP water pipe with appropi sate pipe fittings, 14,300 LF 36" Steel AWWA C200 water pipe with appropriate pipe fittings & 320 LF 24" Steel AWWA C200 water pipe with appropriate pipe fittings, or 14,300 LF 36" Concrete AWWA C303 water pipe with appiopriate pipe fittings & 320 LF 24" Concrete AWWA C303 water pipe with appropriate pipe fittings. PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained on-line by visiting the City of Fort Worth's Purchasing Division website at http://www.fortwoi thtexas.gov/purchasing/ and clicking on the link to the advertised project folders on the City's electronic document management and collaboration system site. The Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Bid Document Folder: https://docs.b360.autodesk.com/shares/e526fd8a-9dd3-41 b7-8e5a-7bdf1403d735 Addendum folder: https://docs.b360.autodesk.com/shares/dcb 18d27-9fa 1-4529-8168-5b89824218ec CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised 7/19/2021 South wcstsidc V Transmission Main City Project No. 103428-2 Addendum No. 2 00 11 13 INVITATION TO BIDDERS Page 2 of 3 Plan Holders Registiation Form and Plan Holders List https://docs.b360.autodesk.com/shares/a46e8425-d46a-44a0-b5f6-a40474259e61 Copies of the Bidding and Contract Documents may be purchased from Halff Associates office which is located at: 4000 Fossil Creek Blvd Fort Worth, TX 76137 The cost of Bidding and Contract Documents is: Set of Bidding and Contract Documents with full size drawings: $190 Set of Bidding and Contract Documents with half size (if available) drawings: $60 EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested patties are requested to email Expressions of Interest in this procurement to the City Project Manager and the Design Engineer. The email should include the company's name, contact person and that individual's email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/ PREBID CONFERENCE - Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time via a web conferencing application: DATE: Wednesday, October 26, 2022 TIME: 10:00 AM Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a piebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders can e-mail questions or comments in accordance with Section 6 of the Instructions to Biddets referenced above to the project manager(s) at the e-mail addresses listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will be issued pursuant to the Instructions to Bidders. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised 7/19/2021 South Wcstsidc V Transmission Main City Project No. 103428-2 Addendum No. 2 Attn: Russell Redder, City of Fort Worth Email: Russell.Redder@FortWorthPexas.gov Phone: (817) 392-4970 AND/OR Attn: Randy Haney, Pape -Dawson Engineers, Inc. Email: rhaney@pape-dawson.com pape-dawson.com Phone: (214) 420-8494 ADVERTISEMENT DATES October 13, 2022 October 20, 2022 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised 7/19/2021 00 11 13 INVITATION TO BIDDERS Page 3 of 3 South Wcstsidc V Transmission Main City Project No. 103428-2 Addendum No. 2 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 10 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making copies of Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are requited to be prequalified for the work types requiring prequalification as pet Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre -qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https://apps.foitworthtexas.gov/ProjectResources/ 3.1.1. Paving — Requirements document located at: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 South Westside V Transmission Main City Project No. 103428 00 21 13 INSTRUCTIONS TO BIDDERS Page 2 of 10 https://apps. fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving %20Contractor%20Prequalification%20Program/PREQUALIFICATION%2OREQ UIREM ENTS%20FOR%20PAVING%2000NTRACTORS.pdf 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: https://apps. fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Roadwa y%20and%20Pedesti Ian%20Lighting%20Prequalification%20Program/STREET% 20LIGHT%20PREQUAL%2OREQMNTS.pdf 3.1.3. Water and Sanitary Sewer — Requirements document located at: https://apps.fortworthtexas.gov/ProjectResources/Resout cesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 OSanitary%20Sewer%20Contractor%20Prequalification%20Program/WSS%20pre qual%20requirements.pdf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1.Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Pat agraph 6.1. 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low bidder for a project to submit such additional Information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects rot the amount bid within the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non -responsive. Affcctcd contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 South Westside V Transmission Main City Project No. 103428 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 10 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4 1 5 Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima -facie evidence that the Bidder has made the investigations, examinations and tests herein required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2,2021 South \Vestside V Transmission Main City Project No. 103428 0021 13 INSTRUCTIONS TO BIDDERS Page 4 of 10 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to the site which have been utilized by City in preparation of the Contract Documents. The logs of Soil Borings, if any, on the plans are for general information only. Neither the City nor the Engineer guarantee that the data shown is representative of conditions which actually exist. 4.2.2. those drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4.Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City arc acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents arc generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work. 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract Documents. 5. Availability of Lands for Work, Etc. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2,2021 South Westside V Transmission Main City Project No. 103428 0021 13 INSTRUCTIONS TO BIDDERS Page 5 of 10 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for access thereto and other lands designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by Contractor. Easements for permanent structures or permanent changes in existing facilities are to be obtained and paid for by City unless otherwise provided in the Conti act Documents. 5.2. Outstanding right -'of -way, easements, and/or permits to be acquired by the City are listed in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, and/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before the Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations of clarifications considered necessary by City in response to such questions will be issued by Addenda delivered to all parties recorded by City as having received the Bidding Documents. Only questions answered by formal written Addenda will be binding. Oral and other interpietations or clarifications will be without legal effect. Address questions to: City of Fort Worth 200 Texas Street Fort Worth, TX 76102 Attn: Russell Redder, PE, Strategic Operations — Facilities Planning Email: Russell.Redder@FortWorthTexas.gov Phone: (817) 392-4970 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications may be posted via the City's electronic document management and collaboration system at https://docs.b360.autodesk.corn/shares/dcbl 8d27-9fal -4529-8168-5b89824218ec CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 South Westside V Transmission Main City Project No. 103428 00 21 13 INSTRUCTIONS TO BIDDERS Page 6 of 10 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Repiesentatives,of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or - equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until aftcr the Effective Date of the Agreement. The procedure for submission of any such application by Contractor and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General Conditions and is supplemented in Section 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non -responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 245 34-11-2020), codified at: https://codelibrai y.amlegal.com/codes/ftworth/latest/ftworth_tx10-0-0-22593 CITY OF FORT WORTII South Westside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENT City Project No. 103428 Revised/Updated November 2, 2021 00 21 13 INSTRUCTIONS TO BIDDERS Page 7 of 10 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained from the City. 12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink. Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. All entries shall be legible. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Bidder. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 South westside V Transmission Main City Project No. 103428 00 21 13 INSTRUCTIONS TO BIDDERS Page of10 13. Submission of Bids Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked with the City Project Number, Project title, the name and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. 14. Withdrawal of Bids 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may be withdrawn prior to the time set for bid opening. A request for withdrawal must be made in writing and delivered to the Purchasing Office to receive a time stamp prior to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if the request is within one hour of bid opening, will not be read aloud and will thereafter be returned unopened. 14.2. In the event any Bid For which a withdrawal request has been timely filed has been inadvertently opened, said Bid and any record thereof will subsequently be marked "Withdrawn" and will be given no further consideration for the award of contract. 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2,2021 South Westsidc V Transmission Main City Project No. 103428 0021 13 INSTRUCTIONS TO BIDDERS Page 9 of 10 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until forrnal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1. The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 South Westside V Transmission Main City Project No. 103428 00 21 13 INSTRUCTIONS TO BIDDERS Page 10 of 10 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Revised/Updated November 2, 2021 South wcstside V Transmission Main City Project No. 103428 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) https://www.ethics.state.tx.us/data/forms/conflict/CIS.ocif ■ ■ • • CIQ Form does not apply CIQ Form is on file with City Secretary CIQ Form is being provided to the City Secretary CIS Form does not apply CIS Form is on File with City Secretary CIS Form is being provided to the City Secretary BIDDER: McKee Utility Contractor, Inc 2319 W Main St. Prague, OK 74864 ,Q0o40e°0Rlog a`j f 1 ii 61 ,900 rr ll� bj. eV° j e --9 c. e e •,fti „ o ( t'J L) v--t 13.A 0 P e w .Ap•, v �5 4° ':i.. J 'i3 t� .l' J✓,j�SSJ�350 •3,3, By: Tyler M Signature: Title: Executive Vice President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 24, 2020 South Westside V Transmission Main City Project No. 103428-2 00 41 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: South Westside V Transmission Main City Project No.: 103248-2 Units/Sections: Unit I: Water Improvements 1, Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph' a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 South Westside V Transmission Main City Project No. 103428-2 Addendum No, 1 00 41 00 RID FORM Page 2 of 3 d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Development, 42-inches and smaller. b. Tunneling - 36-Inches - 60-inches, and 350 LF or less 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 / b. Required Bid Bond, Section 00 4 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. V c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37(/ e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 South Westsido V Transmission Main City Project No. 103428-2 Addendum No. 1 00 41 00 BID FORM Page of 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. Total Bid 7. Bid Submittal This Bid is submitted on 11/17/2022 Respectfully submitted, By: Title: Company: Address: llc39s,Y,55� Tyler McKee (Printed Name) Executive Vice President McKee Utility Contractor, Inc 2319 W Main St. Prague, OK 74864 State of Incorporation: Oklahoma Email: Tyler@mckeeutility.com Phone: 405-567-3666 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: 11/1/2022 --le Addendum No. 2: 1 1 /2/2022-/r-- --- L'{n------ Addendum No. 3: Ili i t (bail- Addendum No. 4: Corporate Seal GNT e„N,/2ORA1' GO • Ci mom: i Ns ei ° � . epee a' °pepoeoeus uee South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 aa241 31.0 PROPOSAL SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item rnfonnaion Bidders Proposal Unit I - Water System Item No. Description Specification Section No. UniD'dlisl hfmslivo QnBnrditY Unit Price Bid Value IA* 3311.0851 36" DIP Water Pipe 33 11 10 LF 8,524 ___... _. $5,590,943,00 $152,030.00 $1,614,201.00 $39,525.00 $25050,000.0O _ _ $25,000.00 $10,000.00 IB• 3311.0861 36" Steel AWWA C200 Water Pipe 33 11 14 LF 10,649 IC* 3311.0871 36" Concrete AWWA C303 Water Pipe 331I13 LF 10,609 $527.00 2A• 3311.0852 36" DIP Water, CSS Backfill 33 11 10 LF 290 2B• 3311.086236"StecIAWWA C200 Water Pipe, CSS Backfill 331114 LE 290 2C• 331 I.0872 36" Concrete AWWA C303 Water Pipe, CSS Backfill 33 11 13 LF 290 $527.00 3A• 3311.0854 36" DEP Water (Restrained Joints) 33 11 10 LP 5,148 3II• 3311.0864 36" Steel AWWA C200 Water Pipe (Restrained Joints) 33 11 14 LP 3,023 3C• 3311.067436"Concrete AWWA C303 Water Pipe (Restrained Joints) 33 11 13 LP 3,063 $527.00 4A• 3305.2009 36" DIP Water Carrier Pipe 33 OS 24,33 11 10 LP 75 4B• 3305.200936"Steel AWWA C200 Water Carrier Pipe 33 05 24, 331114 LF 75 4C• 3305.2009 36" Concrete ANIMA C303 Water Carrier Pipe 33 05 24, 33 11 13 LF 75 5527.00 SA• 3311.0001 Ductile Iran Water Fittings w/Restraint 33 11 11 TON 19 SB• 3311.011 Steel Fittings 33 11 14 LS 1 5C• 3311.0021 C303 Fittings 33 11 13 LS 1 $250,000.00 6 0171.0101 Construction Slaking 01 71 23 LS 1 $25,000.00 7 0171.0102 As -Built Survey 017123 LS I $10,000.00 8 3125.0101 SWPPP> 1 Acre 31 25 00 LS 1 $110,000.00 $7,000.00 $9,050.00 $125,000.00 $60.00 _.. _..45,4_ $14,282.00 $500.00 $120,000.00 $975,000.00 $1,200,200,000.00 $300,000,00 57,20 .000 _ S1e2,900.00 $344.00 $1172000 $15,900.00 $60,000.00 _ S24,000.00 $7,500,00 . $5,200.00 $110,000.00 9 3231.0307 20' Gate, Steel 32 31 26 EA 2 $3,500.00 10 3292.0400 Seeding, Hydromulch 32 92 14 SY 9,050 $1.00 II 3304.0002 Cathodic Protection 3304 12 LS 1 $125,000.00 12 3211.011512" Flexible Base, Type A, GR-1 Cut and Repair 32 11 23 SY 2,273 $20.W 13 3305.0109 Trench Safely 33 05 10 LF 14,282 __ $1.00 14 3305.0110 Utility Markers 33 05 26 LS t $500.00 15 3312.10068" Combination Air ReleaseNacuum Valve for Water 33 12 30 EA 2 $60,000.00 16 9999.0001 Dual 8" Combination Air Release/Vacuum Valve for Water with 7' Vault 33 12 30 EA 13 $75,000.00 17 33t2.500036"AWWA Butterfly Valve, w/VaWt 33 12 21 EA 8 $150,000.00 18 3312.6003 8" Blowoff Valve 33 12 60 EA 6 $50,000.00 19 3110.0102 6-12"-free Removal 31 10 00 BA 9 $800,00 20 3291.0100 Topsoil 3291 19 CY 3,100 $59.00 21 0241.0500 Remove Fence 02 41 13 LF 344 $1.00 22 3231.0211 Barbed wire fence 32 3126 LF 344 $5.00 23 3137.0104 Medium Stone Riprap,dry 31 37 00 SY 106 5750.00 24 9999.0002 Construction Allowance N/A LS 1 $80,000.00 25 3305.0113 Trench Water Stops 33 05 15 EA 6 S4,00000 26 0241.1111 36" Pressure Plug 02 41 14 EA 1 $7,500.00 27 9999.0003 7' Manhole 33 39 20 EA 13 5400.00 28 9999.0004 Manhole Lid Assembly 33 05 13 BA 13 $900.00 $71,700.00 $70,000.00 $187,500.00 __. 29 3312.0I I0 Connection to Existing 36" Water Main 33 12 25 EA 2 $5,000.00 30 3305.1109 54" Casing By Other Than Open Cut 33 05 22 LF 75 $2,500.00 31 9999.0005Isolaficn Flange 33 04 10 EA 1 $2,500.00 $2,500.00 Sub -Total Unit I- 511,105,255.00 'Contractor to provide Unit Price /Did Value for only one of the pipe material alterna ives for Items 1, 2, 4, & 5 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE STANDARDxCONSSIIRUUCIION SPEC6ICABON occunoxrfS Rodin] 9/30/201; South Cityrr ketr�m«a BIDPROPOSM.Page 2 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project item Information. Bidder's Proposal Unit 1- Water System item No. Description Specification Section No. uBidlist Messn o1E Quantity Unit Price Bid Value Unit 1-Private Devel per Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value 1A• 3311.0654 24" DIP Water (Restrained Joints) 33 11 10 LF 320 $500.00 __... $160,000.00 _ $g0,000.00 $90,000.00 1B• 3311.0674 24" Steel AWWA C200 Water Pipe (Restrained Joints) 33 11 14 LF 320 1C' 3311.068424"Concrete AWWA C303 Water Pipe (Restrained Joints) 33 11 13 LF 320 2At 3311.0001 Duci0e Iron Wafer Fittings w/Restraint 33 1111 TON 3 2II• 33I1.011 Steel Fittings 33 1114 LS 1 2C' 3311.0021 C303 Fittings 33 11 13 IS 1 $40,000.00 3 3312.300824" Gate valve w/Vault 33 12 20 EA 2 $45.00O.W Sub -Total Unit H- S290,000.00 "Contractor to provide Unit Price / Bid Value for only one of he pipe material alternatives fo Items l&2 DO NOT PROVIDE UNIT PRICE / BID VALUE FOR EACH ALTERNATIVE Total BM (Units I & II): S11,395,255.00 END OF SECTION CITY OF FORT WORTH STMDA DCO smucnOM SPECIFICATION DOCUMENTS Soo* Westside Mass-mission is na'C P ou SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page 1 of 2 That we, McKee Utility Contractors, Inc. , known as "Bidder" herein and Swiss Re Corporate Solutions America Insurance Corporation a corporate surety duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum of five percent (5%) of Bidder's maximum bid price, in 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, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as South Westside V Transmission Main NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the. Contract and shallenter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in .accordance with. the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the. next selected bidder's total bid amount. 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. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on. this the 1 7th day of November , 2022. - PRINCIPAL: McKee Utility Contractors, Inc. BY: 711 ATTEST: Witness as to Principal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 Signature (ht. C 1,i,4 Name and Title 0 _ ° co s(o.n�a O i°` C� pob +y� 4:\ o C j l0 � �0R` � °0^ 0 . (1 9 O i •'e O L`) 00110 tloco° ELI c 1 o U i o '. • / i j('/fi v v+ p • u 0 • O `> G 0 0 r. .D. �'O ! l� �fo:vmod°°2o1/1�F�.-too ab` o, � 6 �oO041Q4060 G30g6e0111 South Westside V Transmission Main City Project No. 103428-2 Witness as to Surety (Tom Perrault) Attach Power of Attorney (Surety) for Attorney -in -Fact Address: 2319 West Main Street SURETY: BY. I 00 43 13 BID BOND Page 2 of 2 Prague, OK 74864 erica :Mature Burris, Attorney -in -Fa Address: Name and Title 1200 Main St. Kansas City, MO 6410524/8 Telephone Number: (816) 235-3700 *Note: .If signed by an officer of the Surety Company, there must be on file a certified extract from the by laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 South Westside V Transmission Main City Project No. 103428-2 / SWISS RE CORPORATE SOLUTIONS SWISS RE CORPORATE SOLUTIONS AMERICA INSURANCE CORPORATION ("SRCSAIC") SWISS RE CORPORATE SOLUTIONS PREMIER INSURANCE, CORPORATION ("SRCSPIC") WESTPORT INSURANCE CORPORATION ("WIC") GENERAL POWER OF ATTORNEY KNOW AL I, MEN BY THESE PRESENTS, THAT SRCSAIC, a corporation duly organized and existing under laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, and SRCSPIC, a corporation organized and existing under the laws of the State of Missouri and having its principal office in the City of Kansas City, Missouri, and WiC, organized under the laws of the State of Missouri, and having its principal office in the City of Kansas City, Missouri, each does hereby make, constitute and appoint: JOHIN K. DEER, VAUGIIN P. GRAIAM, JR.. STEPIIEN M. POLLIMAN, TRAVIS E. BROWN, DEBORAH L. RAPER, JAMIE BURRIS, SHELL! R. SAMSEL, MARK D. NOWELL, VICKI WILSON, AUSTIN, K. GREENHAW, CLAYTON HOWELL, CAREY L. KENNEMER, RANDY D. WEBB, AARON WOOSEY, GARY LILES, THOMAS PERRAULT, KRISTIN LEWIS, AND JOSHUA BRYAN JOINTLY OR SEVERALLY its true and lawful Attorneys) -in -Pact, to make, execute, seal and deliver, for and on its behalf and as its act and deed, bonds or other writings obligatory in the nature of a bond on behalf of each of said Companies, as surety, on contracts of suretyship as are or may be required or permitted by law, regulation, contract or otherwise, provided that no bond or undertaking or contract or suretyship executed under this authority shall exceed the amount of: TWO HUNDRED FIFTY MILLION ($200,000,000.00) DOLLARS This Power of Attorney is granted and is signed by facsimile under and by the authority of the following Resolutions adopted by the Boards of Directors of both SRCSAIC and SRCSPIC at meetings duly called and held on the l8th of November 2021 and WIC by written consent of its Executive Committee dated July 18, 2011. "RESOLVED, that any two of the President, any Managing Director, any Senior Vice President, any Vice President, the Secretary or any Assistant Secretary be, and each or any of them hereby is, authorized to execute a Power of Attorney qualifying the attorney named in the given Power of Attorney to execute on behalf of the Corporation bonds, undertakings and all contracts of surety, and that each or any of them hereby is authorized to attest to the execution of any such Power of Attorney and to attach therein the seal of the Corporation; and it is FURTHER RESOLVED, that the signature of such officers and the seal of the Corporation may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be binding unon the Corporation when so affixed and in the future with renard to anv bond, undertaking or contract of surety to which it is attached." �,.+` \pt%S AMENlllr,,, + c,d OAPOft%'\ ,4T•' Lt(SEAL %v'•• 1973 , •s,%` lr llr41Jll,,,+" +l,. N5 PRE4 "�t,. •t • S EAL • l'rt =o• ;u• PI , ;•fss o ,,1 U .• t • By Erik Janssens, Senior Vice President of SRCSAIC & Senior Vice President ofSRCSPiC & Senior Vice President oflVIC By " v Gerald Jagrowski, Vice President of SRCSAIC & Vice President orSRCSPiC & Vicc President of WiC IN WITNESS WHEREOF, SRCSAIC, SRCSPIC, and WIC have caused their official seals to be hereunto affixed, and these presents to he signed by their authorized officers this 10 day of NOVEMBER , 20 22 State of Illinois County of Cook ss Swiss Re Corporate Solutions America Insurance Corporation Swiss Re Corporate Solutions Premier Insurance Corporation Westport Insurance Corporation On this 10 day of NOVEMBER , 20 22 , before me, a Notary Public personally appeared Erik Janssens , Senior Vice President of SRCSAIC and Senior Vice President of SRCSPIC and Senior Vice President of WIC and Gerald Jagrowski , Vice President of SRCSAIC and Vice President of SPCSPIC and Vice President of WIC, personally known to me, who being by me duly sworn, acknowledged that they signed the above Power of Attorney as officers of and acknowledged said instrument to be the voluntary act and deed of their respective companies. OFRPIAL Ste.. • C $i1t MA11►. KiAlei sWE cc WPM . sitiCtardoi tf aped Urgiarm cou.k. 1, Jeffrey Goldberg, the duly elected Senior Vice President and Assistant Secretary of SRCSAIC and SRCSPIC and WIC, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney given by said SRCSAIC and SRCSPIC and WI , which is still in full force and effect. IN WITNESS WHEREOF, I have set my hand and affixed the seals of the Companies this /'7l ay of W/14bll , 20 2-% • Jeffrey Goldberg, Senior Vice President & Assistant Secretary of SRCSAIC and SRCSPIC and WIC 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresidents principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order foryour bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of Oklahoma , our principal place of business, are required to be Same as TX percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of are not required to underbid resident bidders. , our principal place of business, B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. ■ BIDDER: McKee Utility Contractor, Inc 2319 W Main St. • °° Si�1 Prague, OK 74864 " :; : 4--' !c (362 (13 • _ ' )Y°°y X �c cee0eeeeneel ea' "• END OR SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/30/2021 By: Tyler Mc idfd nature) Title: Executive Vice President Date: 11/17/2022 South Westside V Transmission Main City Project No 103428-2 0045II-I BIDDERS PREQUAL[FICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or 5 have applied for prequalification by the City for the work types requiring prequalification 6 prior to submitting bids. To be considered for award of contract the Bidder must submit 7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with 8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed 9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with 10 the requirements below. The information must be submitted seven (7) days prior to the t t date of the opening of bids. Subcontractors must follow the same timelines as contractors 12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at 13 the time bids are opened and reviewed may cause the bid to be rejected. 14 15 16 The prequalification process will establish a bid limit based on a technical evaluation and 17 financial analysis of the contractor. For example, a contractor wishing to submit bids on 18 projects to be opened on the 7th of April must file the information by the 31 st day of March 19 in order to eligible to work on these projects. In order to facilitate the approval of a Bidder's 20 Prequalification Application, the following must accompany the submission. 21 a. A complete set of audited or reviewed financial statements. 22 (1) Classified Balance Sheet 23 (2) Income Statement 24 (3) Statement of Cash Flows 25 (4) Statement of Retained Earnings 26 (5) Notes to the Financial Statements, if any 27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 28 of Incorporation, Articles of Organization, Certificate of Formation, LLC 29 Regulations, and Certificate of Limited Partnership Agreement). 30 c. A completed Bidder Prequalification Application. 31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 33 number visit the Texas Comptroller of Public Accounts online at the 34 following web address www.window.state.tx.usltaxpermit/ and fill out the 35 application to apply for your Texas tax ID. 36 (2) The firm's e-mail address and fax number. 37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 38 is used by the City for required repot ting on Federal Aid projects. The DUNS 39 number may be obtained at www.dnb.com. 40 d. Resumes reflecting the construction experience of the principles of the firm for firms 41 submitting their initial prequalification. These resumes should include the size and 42 scope of the work performed. 43 e. Other information as requested by the City. 44 45 2. Prequalification Requirements 46 a. Financial Statements. Financial statement submission must be provided in 47 accordance with the following: 48 (1) The City requires that the original Financial Statement or a certified copy 49 be submitted for consideration. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 004511-2 BIDDERS PREQUALIE!CATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph I. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets —current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. ABidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) in those schedules where there is nothing to report, the notation of 37 "None" or "N/A" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 3 4 5 6 7 8 9 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 004512-1 PREQUALIFICATION STATEMENT Page l of l SECTION 00 45 12 2 PREQUALIFICATION STATEMENT 3 Each Bidder for a City procurement is required to complete the information below by 4 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 5 major work type(s) listed. 6 7 8 9 10 the table above are currently prequalified for the work types listed. ` '5 '2O 11 12 BIDDER: Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Transmission, Development, 42- inches and smaller Mckee Utility Contracors, Inc 4/30/2023 Tunneling— 36- Inches — 60-inches, and 350 LF or less LP Sundance 4/30/2023 rl'i: The undersigned hereby certifies that the contractors and/or subcontractor4 de@6rtbe I. •Ci c. U 13 ` %U' 14 McKee Utility Contractor, Inc By:Tyler McKee j %1r o 15 Company 16 17 2319 W Main St. Signature: l8 Address 19 20 Prague, OK 74864 Title: Executive Vice President 21 City/State/Zip 22 23 24 25 Date: (Please Print) 11/17/2022 END OF SECTION CITY OF FORT WORTH South Nestside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103428-2 Revised September 30, 2021 Addendum No. 1 FORT WORTH SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet Mark only one: Name under which you wish to qualify Individual Limited Partnership General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) EmaiVmail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category — Water Dept - Water/sewer Work Category — TPW Paving Work Catcgory — TPW Pcd/Rdwy Lighting john.kasavich(u?Fort Wort hTexas.gov Alicia.Garcia(a)fort wort htexas.i o v Clint.hoover(cdorksorthtexas.gov Fort Worth Fiscal Services Water Worth, Department Division 200 TX 76102 Engineering and Texas St. Fort City of Works Dept. Worth, Fort Worth Transportation 8851 Camp Bowie Texas 76116 Attn: and West Blvd. Alicia Garcia Public Fort City of Fort Worth Management Attn: Clint James Ave. Fort TPW Worth, Transportation Hoover, P.E. 5001 TX 76115 *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 00 45 13 -2 BIDDER PREQUALIFICATION APPLICATION Page 2of8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATFPORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling — 36-Inches — 60 —inches, and 350 LF or Tess Tunneling - 36-Inches -- 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 350 LF and greater Tunneling — 66" and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, I8-inches — 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, I2-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller CITY OF FORT WORTH STANDARD CONSTRUCTION SPEC O ICAT ION DOCUMENTS Revised August 13,2021 South Westside V Transmission Main City Project No. 103428-2 00 45 13 -3 BIDDER PREQUALIFICAT ION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement I2-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving CITY OF FORT 1VORFH STANDARD CONSTRLCF ION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No, 103428-2 00 45 13 -4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 I. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS WORK OF DATE COMPLETED LOCATION NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER CITY -COUNTY- STATE CONTRACT AMOUNT *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. CITY OF FORT WORTH STANDARD CONSI'RUCrION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103928-2 8. In what other lines of business are you financially interested? 00 45 13 - 5 BIDDER PREQUALIFICAT ION APPLICATION Page 5 of 8 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. W hat is the construction experience of the principal individuals in your organization? NAME POSITION PRESENT OFFICE OR YEARS OF EXPERIENCE MAGNITUDE AND WORK TYPE OF IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage CITY OF roar WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 00 45 13 -6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 PARTNERSHIP BLOCK CORPORATION BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 14. Equipment 00 45 13 -7 BIDDER PREQUALIFICAT ION APPLICATION Page 7 of 8 TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 3 4 5 6 7 8 9 10 11 12 13 14 I5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 3 Pursuant to 'Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 103428. Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 McKee Utility Contractors, LLC By:Tyler McKee 12 Company (Please Print) 13 14 2319 W Main St. Signature: 15 Address 16 17 Prague, OK 74864 Title: President 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF Oklahoma § 22 23 COUNTY OF Lincoln § 24 25 BEFORE ME, the undersigned authority, on this day personally appeared 26 Tyler McKee , known to me to be the person whose name is 27 subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as 28 the act and deed of President for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this 15 day of 32 February , 2023. 33 34 35 36 37 Notary Publi 38 END OF SECTION 39 CrrY OF FORT \VOR'I'H STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 eA, for the State of 'Oklahoma Rk't�I.Y CARTER NOTARY PUBLIC - STATE OF OKLAHOMA MY COMMISSION EXPIRES APR. 18, 2026 COMMISSION # 18003921 South Westside V Transmission Main City Project No. 103428-2 00 45 40 - 1 Business Equity Goal Page 1 of 2 1 SECTION 00 45 40 2 Business Equity Goal 3 APPLICATION OF POLICY 4 If the total dollar value of the contract is $100,000 or more, then a Business Equity goal is applicable. 5 A Business Equity Firm refers to certified Minority-, and/or Women-, owned Business Enterprises 6 (M/WBEs). 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the frill and equitable participation of Business Equity 10 Firms when applicable, in the procurement of all goods and services. All requirements and regulations 11 stated in the City's Business Equity Ordinance No.25165-10-2021, (replacing Ordinance No. 24534-11- 12 2020 (codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593) apply to 13 this bid. 14 15 BUSINESS EQUITY PROJECT GOAL 16 The City's Business Equity goal on this project is 7% of the total bid value of the contract (Base bid 17 applies to Parks and Community Services). 18 19 METHODS TO COMPLY WITH THE GOAL 20 On City contracts where a Business Equity Goal is applied, offerors are required to comply with the City's 21 Business Equity Ordinance by meeting or exceeding the above stated goal or otherwise comply with the 22 ordinance through one of the following methods: 1. Commercially useful services performed by a 23 Business Equity prime contractor, 2. Business Equity subcontracting participation, 3. Combination 24 of Business Equity prime services and Business Equity subcontracting participation, 4. Business 25 Equity Joint Venture/Mentor-Protege participation, 5. Good Faith Effort documentation, or 6. 26 Prime contractor Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 Applicable documents (listed below) must be received by the Purchasing Division, OR the offeror shall 30 EMAIL the Business Equity documentation to the assigned City of Fort Worth Project Manager or 31 Department Designee. Documents are to be received no later than 2:00 p.m., on the third City 32 business day after the bid opening date, exclusive of the bid opening date. 33 34 The Offeror must submit one or more of the following documents: 35 1. Utilization Form and Letter(s) of Intent, if the goal is met o1 exceeded; 36 2. Good Faith Effort Form and Utilization Form, including supporting documentation, if 37 participation is less than stated goal, or no Business Equity participation is accomplished; 38 3. Prime Contractor Waiver Form, including supporting documentation, if the Offeror will perform 39 all subcontracting/supplier opportunities; or 40 4. Joint Venture/Mentor-Protege Form, if goal is met or exceeded with a Joint Venture or Mentor- 41 Protege participation. 42 43 These forms can be found at: 44 Business Equity Utilization Form and Letter of Intent 45 https://apes.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/Business Equity Utilization 46 Form_DVIN 2022 220324.pdf 47 48 Letter of Intent CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2021 South Westside V Transmission Main City Project No. 103428-2 004540-2 Business Equity Goal Page 2 of 2 1 https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/Letter of Intent_DVIN 2 2021.pdf 3 4 Business Equity Good Faith Effort Form 5 https://apps fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/Good Faith Effort 6 Form_DVIN 2022.pdf 7 8 Business Equity Prime Contractor Waiver Form 9 https://apps fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/MWBE Prime Contractor 10 Waiver-220313.pdf 11 12 Business Equity Joint Venture Form 13 https://apps fortworthtexas.gov/ProjectResources/ResourcesP/60 - MWBE/IVIWBE Joint 14 Venture_220225.pdf 15 16 17 FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL 18 RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON -RESPONSIVE AND THE BID 19 REJECTED. 20 21 22 FAILURE TO SUBMIT THE REQUIRED BUSINESS EQUTY DOCUMENTATION OR OTHERWISE 23 COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- 24 RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS 25 AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. 26 • 27 For Questions, Please Contact The Business Equity Division of the Department of Diversity and 28 Inclusion at (817) 392-2674. 29 END OF SECTION 30 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2021 South Westside V Transmission Main City Project No. 103428-2 005243-1 Agreement Page 1 of 6 SECTION 00 52 43 REE ENT THIS AGREEMENT, authorized on / - . is made by and between the City of Fort Worth, a Texas home rule municipality, acting .y and through its duly authorized City Manager, ("City"), and McKee Utility Contractors, LLC authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). City and Contractor may jointly be referred to as Parties. City 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: South Westside V Transmission Main City Protect No. 103428 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Eleven AUlllon, Three Hundred Ninety Five Thousand, Dollars Documents an amount, in current funds, of Two Hundred Fifty -Five Dollars and no cents ($ 1 1,3 95,2 5 5.00 ). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within _365_ days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed. in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding, the actual loss suffered by the City 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 City One Thousand Dollars ($1,000.00) for each day that expires after the time specified in Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11/23/2021 South Westside V Transmission Main City Project No. 103428-2 005243-2 Agreement Page 2 of 6 Article 5. CONTRAC I' DOCUMENTS 5.1 CONTENTS: A. The Contract Documents which comprise the entire agreement between City and Contractor concerning the Work consist of the following: 1. This Agreement. 2. Attachments to this Agreement. a. Bid Form I) Proposal Form 2) Vendor Compliance to State Law Non -Resident Bidder 3) Prequalification Statement 4) State and Federal documents (project specific) b. Current Prevailing Wage Rate Table o. Insurance ACORD Form(s) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 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. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11/23/2021 South Westside V Transmission Main City Project No. 103428-2 005243-3 Agmement Page 3 of 6 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 which are defined in Article 1 of the General Conditions will have the meanings indicated in the General Conditions. 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 City. 7.3 Successors and Assigns. City 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/Non-Waiver of Claims. 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 City and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion. 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non -appropriation of Funds. In the event no fiords or insufficient funds are appropriated by City in any fiscal period for any payments due hereunder, City will notify Vendor of such occurrence and this Agreement shall terminate on the last day of the fiscal period for which appropriations were received without penalty or expense to City of any kind whatsoever, except as to the portions of the payments herein agreed upon for which funds have been appropriated. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11/23/2021 South Westside V Transmission Main City Project No. 103428-2 005243-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time -employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certifies that Contractor's signature provides written verification to the City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not boycott Israel; and (2) will not boycott Israel during the tern of the contract, 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public funds of the City, with a cotnpany (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of the contract. The terms "boycott energy company" and "company" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is prohibited from entering into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or partly from public funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a written verification from the company that it: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate during the term of the contract against a firearm entity or firearm trade association. The terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm trade association during the term of this Agreement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11/23/2021 South weslside V Transmission Main City Project No. 103428-2 005243-5 Agreement Page 5 of 6 7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who performs work under this Agreement. Contractor shall adhere to all Federal and State laws as well as establish appropriate procedures and controls so that no services will be performed by any Contractor etnployee who is not legally eligible to perform such services. CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right to immediately terminate this Agreement for violations of this provision by Contractor. 7.12 No Third -Party Beneficiaries. This Agreement gives no rights or benefits to anyone other than the City and the Contractor and there are no third -party beneficiaries. 7.13 No Cause of Action Against Engineer. Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their sureties, shall maintain no direct action against the Engineer, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the City will be the beneficiary of any undertaking by the Engineer. The presence or duties of the Engineer's personnel at a construction site, whether as on -site representatives or otherwise, do not make the Engineer or its personnel in any way responsible for those duties that belong to the City and/or the City's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The Engineer and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. CITY or FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11/23/2021 South Weslslde V Transmission Man City Project No. 103428-2 Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: Christopher Ranier C ,:Y.}..�1•, ((id)? ,2)23 7:;CST) Chris Harder, PE, Director Water Department .i� OFor pDAL of , y r C�< 005243 -6 Agrccinenl Pegc 6 of 6 IN WITNESS WHEREOF, City and Contractoi have each executed this Agreement to be effective as of the elate subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: McKee Utility Contractors, LLC City of Fort Worth By: ha fffrr and Dana Burghdoff (M r 7, 2023 52 CST) Signature Dana Burghdoff Assistant City Manager Tyler McKee (Painted Narne) Mar 7, 2023 Date Title Attest: 2319 W. Main Street President I3 Address Prague, OK 74864 City/State/Zip Date • CITY OF FORT WORTH • lette Goodall, City Secretrfry ;; 00 (Seal) M&c: a 3- o l aS Date: oa / / 1 as Porn 1295No,: aoa3 - 9.%31 t3 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting rcquiygments. i 'S , , 61-`1141N Russell Redder Project Manager Approved as to Form and Legality: 2,202312 S1(ST) • see frt • • tttttttttttt • STANDARD CONSTRUCTION SP[ICIPICATION DOCUMENTS Ilovlscd Iv23/2023 r Cart SECRETARY u WORT H, TX South VWstsldo V Transmission Main City Project No. 103428•2 • ' Bond Issued in 3 Originals *** Bond No. S7A2S00001082 006113-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McKee Utility Contractors, LLC , known as 8 "Principal" herein and American Alternative Insurance Company , a corporate 9 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 sum of, Eleven Million Three Hundred Ninety -Five Thousand Two Hundred Fifty -Five and 00/100 Dollars 13 ($ $11,395,255.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 18 awarded the 14 day of — - • s f 20 3, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fill y set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, in the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as South Westside V Transmission Main, 22 City Project No. 103428. WHEREAS, the Principal has entered into a certain written contract with the City 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 Bond No. 1 0061 13 -2 PERFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 13th day of 6 February , 2023 7 8 10 11 12 13 TTEST: 14 ¶% 15 16 (Princip 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 *Note: 42 43 44 45 Secretary c Witness as to ncipal fitness as to : urety Oana Di ulescu PRINCIPAL: McKee Utility Contractors, LLC BY: r" Signature Tyler McKee - President Address: Name and Title 2319 W. Main Street Prague, OK 74864 SURETY: American Alternative Insurance Company BY. Sigq ure Stephen A. Vann, Attorney -In -Fact Name and Title Address: 555 College Road East Princeton, NJ 08543 Telephone Number: (614) 249-7111 If signed by an officer of the Surety Company, there must be on file a eel tified 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 CERTIFIED COPY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws of the State of Delaware ('Corporation°) with offices at 555 College Road East, Princeton, N.J. 08543, has made, constituted and appointed, and by these presents, does make, constitute and appoint: Stephen A. Vann; Sarah C. Belcastro; Oana Dimulescu; and Bradley Mapes its true and lawful Attorneys -in -Fact, at Princeton, in the State of New Jersey, each of them alone to have full power to act without the other or others, to make, execute and deliver on its behalf, as Surety or Co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate said Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000.000). Such bonds and undertakings for said purposes, when duly executed by said Attorney(s)-in-Fact, shall be binding upon said Company as fully and to thesame extent as if signed by the President of said Company under its corporate seal attested by its Secretary. This appointment is made under and by authority of a certain Resolution adopted at a meeting of the Board of Directors of said Company duly held on the 27th day of August, 1975, a copy of which appears below. IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by its duly authorized officers this 24th day of September, 2021. By: STATE OF NEW JERSEY, COUNTY OF SOMERSET Michael G. Kerner President Attest: tn/ sm;i:at t!JSton Ignacio Rivera Deputy General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 24th day of September, 2021, by Michael G. Kerner and Ignacio Rivera, who are personally known to me. SECRETARY'S CERTIFICATE The undersigned, Ignacio Rivera, hereby certifies: JIIIJ: n Sanfilippo o ary Pu ' is St:teof NewJ-rsey My Commission Expires February 8, 2026 1. That the undersigned is Secretary of American Alternative Insurance Corporation, a corporation of the State of Delaware; 2. That the original power of attomey of which the foregoing is a copy was duly executed on behal f of said Corporation on the day of its date, and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with said original power of attorney, and that the same is a true and correct copy of said original power of attorney and of the whole thereof; 3. That the original resolution of which the following is a copy was duly adopted at, and recorded in the minutes of, a regular meeting of the Board of Directors of said Corporation duly held on August 4, 1998, and has not since been revoked, amended or modified. RESOLVED, that each of the following officers of this Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents, and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or attorneys -in -fact as deemed by them necessary or desirable for the purpose of carrying on this Corporation's business, and to empower such agent or agents or attorney or attorneys -in -fact to execute and deliver, in this Corporation's name and on its behalf, and under its seal or otherwise, surety bonds, surety undertakings or surety contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney and revocation of any power of attorney or certificate of either given for the execution of any surety bond, surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation of MGAs are, in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretary or any Assistant Secretary of this Corporation is hereby authorized to certify and deliver to any person to whom such certification and delivery may be deemed necessary and desirable in the opinion of such Secretary or Assistant Secretary, a true copy of the foregoing resolution. 4. The undersigned has compared the foregoing copies of said original resolutions as so recorded, and they are the same true and correct copies of said original resolutions as so recorded and of the whole thereof. Witness the hand of the undersigned and the seal of said Corporation this 13th day of onuunuu • F% e•' GORPORATF :o • .�� •• SEAL s • 1923 .•� *tun icktr February ,20 23. AMERICAN ALTERNATIVE INSURANCE CORPORATION Ittna4csa(Se4.iO2It(i�TDi. Ignacio Rivera Deputy General Counsel & Secretary TRS-1001-1 Bond No. S7A2S00001082 1 2 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 *** Bond Issued in 3 Originals *** SECTION 00 61 14 PAYMENT BOND 00 61 14 - 1 PAYMENT BOND Page 1 of 2 KNOW ALL BY THESE PRESENTS: That we, McKee Utility Contractors, LLC 8 "Principal" herein, and American Alternative Insurance Company , known as ,a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the penal sum of Eleven Million Three Hundred Ninety -Five Thousand Two Hundred Fifty -Five and 00/100 Dollars 13 ($ $11, 395,255.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the J/Iiday 18 of 5...Vyy-1Jcr , 20 3 , which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as South Westside V Transmission Main, City Project No. 22 103428. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 31 CI'I'Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 006114-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 13th day of 3 February , 20 23 . 4 ATTEST: (Princii 1) Secretary Sib ```,,�ootilmeitu„,,,, PRINCIPAL: ��.� y CONT?9 40JVlcKee Utility Contractors, LLC 9,5*, P °�T��,0j,% P. Si `' T. �; SEAL , - Signature 'it o� Tyler McKee - President �i��,,i',,,,' • ,, ��.`, Name and Title 'eeeeeee�eeo` Address: 2319 W Main St :50,Atp, Witness as t' Pr lcipal Prague, OK 74864 SURETY: American Alternative Insurance Company ATTEST: BY: gpr azure Stephen A. Vann, Attorney -In -Fact (Surety) Secretary _ ame and Title itness as t • `Turety Oana Di escu Address: 555 College Road East Princeton, NJ 08543 Telephone Number: (614) 249-7111 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical 8 address is different from its mailing address, both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. 11 12 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 CERTIFIED COPY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws of the State of Delaware ("Corporation") with offices at 555 College Road East, Princeton, N.J. 08543, has made, constituted and appointed, and by these presents, does make, constitute and appoint: Stephen A. Vann; Sarah C. Belcastro; Oana Dimulescu; and Bradley Mapes its true and lawful Attorneys -in -Fact, at Princeton, in the State of New Jersey, each of them alone to have full power to act without the other or others, to make, execute and deliver on its behalf, as Surety or Co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate said Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,000). Such bonds and undertakings for said purposes, when duly executed by said Attorney(s)-in-Fact, shall be binding upon said Company as fully and to thesame extent as if signed by the President of said Company under its corporate seal attested by its Secretary. This appointment is made under and by authority of a certain Resolution adopted at a meeting of the Board of Directors of said Company duly held on the 27th day of August, 1975, a copy of which appears below. IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by its duly authorized officers this 24t day of September, 2021. By: STATE OF NEW JERSEY, COUNTY OF SOMERSET Attest: Michael G. Kerner President Im - 'C•a;i t'$(Of Ignacio Rivera Deputy General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 24th day of September, 2021, by Michael G. Kerner and Ignacio Rivera, who are personally known to me. Jil 7: n Sanfilippo otary Pu ' Ic St:teofNew J rsey My Commission Expires February 8. 2026 SECRETARY'S CERTIFICATE The undersigned, Ignacio Rivera, hereby certifies: 1. That the undersigned is Secretary of American Alternative Insurance Corporation, a corporation of the State of Delaware; 2. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of said Corporation on the day of its date, and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with said original power of attorney, and that the same is a true and correct copy of said original power of attorney and of the whole thereof; 3. That the original resolution of which the following is a copy was duly adopted at, and recorded in the minutes of, a regular meeting of the Board of Directors ofsaid Corporation duly held on August 4, 1998, and has not since been revoked, amended or modified. RESOLVED, that each of the following officers of this Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents, and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or attorneys -in -fact as deemed by them necessary or desirable foi- the purpose of carrying on this Corporation's business, and to empower such agent or agents or attorney or attorneys -in -fact to execute and deliver, in this Corporation's name and on its behalf, and under its seal or otherwise, surety bonds, surety undertakings or surety contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney and revocation of any power of attorney or certificate of either given for the execution of any surety bond, surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation of MGAs are, in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretary or any Assistant Secretary of this Corporation is hereby authorized to certify and deliver to any person to whom such certification and delivery may be deemed necessary and desirable in the opinion of such Secretary or Assistant Secretary, a true copy ofthe foregoing resolution. 4. The undersigned has compared the foregoing copies of said original resolutions as so recorded, and they are the same true and correct copies of said original resolutions as so recorded and of the whole thereof. Witness the hand ofthe undersigned and the seal ofsaid Corporation this 13th day of •CORP0Ft4; �• re .SEAL tanacicRi cra(sen:4.iO2I1606F01.f Col Ignacio Rivera Deputy General Counsel & Secretary February ,20 23. AMERICAN ALTERNATIVE INSURANCE CORPORATION TRS-1001-1 Bond No. S7A2S00001082 1 2 *** Bond Issued in 3 Originals *** SECTION 00 61 19 MAINTENANCE BOND 0061 19- 1 MAINTENANCE BOND Page 1 of 3 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we McKee Utility Contractors, LLC , known as 8 "Principal" herein and American Alternative Insurance Company , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, Eleven Million Three Hundred Ninety -Five Thousand 12 in the sum of Two Hundred Fifty -Five and 00/100 Dollars 13 ($ $11,395,255.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 16 and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the )Af day of ffe...'t,rti4r , 204a3, which Contract is hereby y 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as South Westside V Transmission 24 Main, City Project No. 130428; and 25 26 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 27 accordance with the plans, specifications and Contract Documents that the Work is and will 28 remain free from defects in materials or workmanship for and during the period of two (2) years 29 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 32 upon receiving notice from the City of the need therefor at any time within the Maintenance 33 Period. 34 CI"IY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 006119-2 MAINTENANCE BOND Page 2 of 3 NOW THEREFORE, the condition of this obligation is such that if Principal shall 2 remedy any defective Work, for which timely notice was provided by City, to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 9 the Surety under this Maintenance bond; and 10 11 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 13 Worth Division; and 14 15 PROVIDED FURTHER, that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 0061 19-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 13th day of February 3 ,20 23 . 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 TTEST: Princip Secretary Witness as t+ P incipal ..�`CON T,p .t.,, PRINCIPAL: SV,606-0q 4.0'McKee Utility Contractors, LLC S J \• �L Ir. Wit w; SEA �^ ? Signature as et so• , `%Tyler McKee - President III IIS N+`n,``,Name and Title Address: 2319 W Main St. Prague, OK 74864 SURETY: American Alternative Insurance Company Stephen A. Vann, Attorney -In -Fact Name and Title Address: 555 College Road East Princeton, NJ 08543 Witness as to urety Telephone Number: (614) 249-7111 Sarah Belcastro *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 FOR'!' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 CERTIFIED COPY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the AMERICAN ALTERNATIVE INSURANCE CORPORATION, a corporation organized and existing by virtue of the laws of the State of Delaware ("Corporation") with offices at 555 College Road East, Princeton, N.J. 08543, has made, constituted and appointed, and by these presents, does make, constitute and appoint: Stephen A. Vann; Sarah C. Belcastro; Oana Dimulescu; and Bradley Mapes its true and lawful Attorneys -in -Fact, at Princeton, in the State of New Jersey, each of them alone to have full power to act without the other or others, to make, execute and deliver on its behalf, as Surety or Co -surety, bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate said Company for any portion of the penal sum thereof in excess of the sum of One Hundred Million Dollars ($100,000,000). Such bonds and undertakings for said purposes, when duly executed by said Attorney(s)-in-Fact, shall be binding upon said Company as fully and to thesame extent as if signed by the President of said Company under its corporate seal attested by its Secretary. This appointment is made under and by authority of a certain Resolution adopted at a meeting of the Board of Directors of said Company duly held on the 27th day of August, 1975, a copy of which appears below. IN WITNESS WHEREOF, the AMERICAN ALTERNATIVE INSURANCE CORPORATION has caused its corporate seal to be hereunto affixed, and these presents to be signed by its duly authorized officers this 24t day of September, 2021. By: STATE OF NEW JERSEY, COUNTY OF SOMERSET Attest: Michael G. Kerner President In ''D 1 :DJI s106(011 Ignacio Rivera Deputy General Counsel & Secretary The foregoing instrument was acknowledged before me by means of online notarization this 24th day of September, 2021, by Michael G. Kerner and Ignacio Rivera, who are personally known to me. Jil j: n Sanfilippo otary Pu'Iic St: to of New J - rsey My Commission Expires February 8, 2026 SECRETARY'S CERTIFICATE The undersigned, Ignacio Rivera, hereby certifies: 1. That the undersigned is Secretary of American Alternative Insurance Corporation, a corporation of the State of Delaware; 2. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of said Corporation on the day of its date, and has not since been revoked, amended or modified; that the undersigned has compared the foregoing copy thereof with said original power of attorney, and that the same is a true and correct copy of said original power of attorney and of the whole thereof; 3. That the original resolution of which the following is a copy was duly adopted at, and recorded in the minutes of, a regular meeting of the Board of Directors of said Corporation duly held on August 4, 1998, and has not since been revoked, amended or modified. RESOLVED, that each of the following officers of this Corporation, namely, the President, the Executive Vice President, the Senior Vice Presidents, and the Vice Presidents, be, and they hereby are, authorized, from time to time in their discretion, to appoint such agent or agents or attorney or attorneys -in -fact as deemed by them necessary or desirable for the purpose of carrying on this Corporation's business, and to empower such agent or agents or attorney or attorneys -in -fact to execute and deliver, in this Corporation's name and on its behalf, and under its seal or otherwise, surety bonds, surety undertakings or surety contracts made by this Corporation as surety thereon. RESOLVED, that the signature of any authorized officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney and revocation of any power of attorney or certificate of either given for the execution of any surety bond, surety undertaking, or surety contract, such signature and seal, when so used being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed. FURTHER RESOLVED, that any prior appointments by the Corporation of MGAs are, in all respects, hereby ratified, confirmed and approved. FURTHER RESOLVED, that the Secretary or any Assistant Secretary of this Corporation is hereby authorized to certify and deliver to any person to whom such certification and delivery may be deemed necessary and desirable in the opinion of such Secretary or Assistant Secretary, a true copy ofthe foregoing resolution. 4. The undersigned has compared the foregoing copies of said original resolutions as so recorded, and they are the same true and correct copies of said original resolutions as so recorded and of the whole thereof. Witness the hand ofthe undersigned and the seal of said Corporation this 13th day of ? •GORPOR47-4: i tits •o- rocS:• _�_ •• SEAL : e 1923.,.Q� February ,20 23. Ai1IERICAN ALTERNATIVE INSURANCE CORPORATION famitastranwpr lonacioRian(StD:4110211606t!Al Ignacio Rivera Deputy General Counsel & Secretary TRS-1001-1 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1 of 1 Complete Complete Nos. Nos. 1- 4 and 1, 2, 3, 5, 6 if and there 6 if are interested there are no interested parties. parties. CERTIFICATION Certificate 2023-983793 Date 02/15/2023 Date Filed: Acknowledged: OFFICE Number: USE OF ONLY FILING 1 Name of McKee Prague, business. of business Utility OK United Contractors, entity States filing LLC form, and the city, state and country of the business entity's place 2 Name being City of of filed. governmental Fort Worth, Texas entity or state agency that is a party to the contract for which the form is 3 Provide description 103428-2 South the Westside identification of the services, V 36-inch number goods, Water used or Line other by the governmental property to be provided entity or under state agency the contract. to track or identify the contract, and provide a 4 Name of Interested Party City, State, Country (place of business) Nature (check applicable) of interest Controlling Interrnediary 5 Check only if there is NO Interested Party. X 6 UNSWORN My name is DECLARATION Tyler McKee , and my date of birth is 1 1 /30/ 1980 . My address is 1911 Tyler Terrace , Prague , OK , 74864 , USA . I declare Executed under in Lincoln penalty of perjury that (street) the foregoing is true and correct. County, State of Oklahoma (city) , on the (state) 15thday (zip of code) February , (country) 2023 . (month) (year) J Signature of authorized (Declarant) agent of contracting business entity Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V3.5.1.3ac88bc0 Exhibit A The "Property" 2014 Oklahoma Statutes Title 61. Public Buildings and Public Works §61-14. Preference to Oklahoma - domiciled contractors. Universal Citation: 61 OK Stat § 61-14 (2014) To the extent permitted by federal laws and regulations, whenever the State of Oklahoma, or any department, agency or institution thereof or any city, town or county shall let for bid any contract to a contractor for any public works, the contractor domiciled outside the boundaries of Oklahoma shall be required, in order to be successful, to submit a bid the same percent less than the lowest bid submitted by a responsible contractor domiciled in Oldahoma as would be required for such an Oklahoma domiciled contractor to succeed over the bidding contractor domiciled outside Oklahoma on a like contract being let in his domiciliary state. Laws 1969, c. too, § 2. Disclaimer: These codes may not be the most recent version. Oklahoma may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources. https://law.Justia.com/codes/oklahoma/2014/title-61/section-61-14/ 1/1 me is WHEREAS, the Certificate of Incorporation, executed and acknowledged by MCKEE UTILITY CONTRACTORS, INC. has been filed in the office of the Secretary of State as provided by the laws of the State of Oklahoma. NOW THEREFORE, I, the undersigned, Secretary of State of the State of Oklahoma, by virtue of the powers vested in me by law, do hereby issue this certificate evidencing such fling. IN TESTIMONY WHEREOF, I hereunto set my hand and cause to be affixed the Great Seal of the State of Oklahoma. Filed in the City of Oklahoma City this 17TH day of FEBRUARY , 19 94 . Corporations Section P.O.Box 13697 Austin, Texas 78711-3697 Office of the Secretary of State CERTIFICATE OF FILING OF MCKFE UTILITY CONTRACTORS, INC. File Number: 802179414 Carlos Cascos Secretary of State The undersigned, as Secretary of State of Texas, hereby certifies that an Application for Registration for the above named Foreign For -Profit Corporation to transact business in this State has been received in this office and has been found to conform to the applicable provisions of law. ACCORDINGLY, the undersigned, as Secretary of State, and by virtue of the authority vested in the secretary by law, hereby issues this certificate evidencing the authority of the entity to transact business in this State from and after the effective date shown below for the purpose or purposes set forth in the application under the narne of • MCKEE UTILITY CONTRACTORS, INC. The issuance of this certificate does not authorize the use of a narne in this state in violation of the rights of another under the federal Trademark Act of 1946, the Texas trademark law, the Assumed Business or Professional Name Act, or the common law. Dated: 03/16/2015 Effective: 03/16/2015 OLAue Carlos Cascos Secretary of State Phone: (512) 463-5555 Prepared by: Lynda Boots Cane visit us on the nrternet at http://www.sos.state.txus/ Fax: (512) 463-5709 Dial: 7-1-1 for Relay Services TID: 10308 Document: 596550790002 04/04/2019 10:24:45 AM -0400 IRS PAGE 2 OF 2 riDepartment of the Treasury Internal Revenue Service Ogden, UT 84201 MCKEE UTILITY CONTRACTORS INC 2319 W MAIN ST PRAGUE OK 74864.9537 197 Taxpayer Identification Number: 73-1443777 Form(s): Dear Taxpayer: Thank you for your telephone inquiry of April 4th, 2019. In reply refer to: 0441711262 Apr 04, 2019 LTR 147C 73-1443777 Your Employer Identification Number (EIN) is 73-1443777. Please keep this letter in your permanent records. Enter your name and your EIN on all business federal tax forms and on related correspondence. If you have any questions regarding this letter, please call our Customer Service Department at 1-800-829-0115 between the hours of 7:00 AM and 7:00 PM. If you prefer, you may write to us at the address shown at the top of the first page of this letter. When you write, please include a telephone number where you may be reached and the best time to call. Sincerely, Mrs Evans 100368542 Customer Service Representative MINUTES OF SPECIAL MEETING OF DIRECTORS OF McKEE UTILITY CONTRACTORS, INC. ******************************************* The special meeting of the Board of Directors of McKee Utility Contractors, Inc., was held at 2319 W. Main Street, Prague, Oklahoma, on the 3rd day of August, 2020, at 3:00 o'clock PM. The following Directors were present: Shane McKee Tyler McKee being all of the Directors of the corporation. Shane McICee was chosen temporary chairman of the meeting, and Tyler McKee was chosen as temporary secretary of the meeting. The Chairman announced that a quorum of Directors was present and declared the meeting open for the transaction of business. The Chairman stated that the purpose of the meeting was to approve the appointment of the officers of the corporation. After discussion, the following resolution was introduced, seconded and unanimously adopted: RESOLVED, that the following are appointed as the officers of the corporation. Shane McKee President Tyler McKee Executive Vice President William Geiser Vice President of Project Estimating Brad Medlin Vice President of Project Management Paige Walker Chief Financial Officer Rainey Carter Secretary / Treasurer There being no further business to be transacted, the meeting, upon motion duly made, seconded and carried, was adjourned. APPROVED: cos SERET PRESIDENT • zg4°G:C;Cnr F ,<--k ,,,,-,4,, i11 9a , n ` a ^r lvr • A . o ♦ ,l %. p 7. a ` ' o 0 ° ',a} n • 0 4tt l'a �.� • • .s +� .. ,, f e •e "� a it C J • �l IA 4 J, °s tom., (�� 0• �5� oyI QQ +o �.A�ies 0 eoo• • 4�0 CONTINUATION DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDEO BY ENDORSEMENT/SPECIAL PROVISIONS (Use only If more space Is required) The City of Fort Worth and its affiliates, their respective employees and agents, members, managers, officers and owners (and their beneficiaries, if any), are Additional Insured jointly and/or severally regarding any coverage afforded by the policy. This insurance shall be primary with respect to any other insurance available to such additional insured, and shall be endorsed in a manner that will prohibit the contractors/vendor's insurers from seeking contribution from such Insurance of the additional insured. Waiver of subrogation is included in favor of The City of Fort Worth and its affiliates, Policy includes 30 days notice of cancellation and 10days for non-payment of premium. ACORD 25 (2016103) Certificate holder ID: 19349952 Attachment Code: D621006 Master ID: 1519437, Certificate ID: 19349952 NAME INSUREDS: MCKEE UTILITY CONTRACTORS, LLC MCKEE EQUIPMENT, LLC LGM TRUCKING, LLC LGM BORING, LLC UC PARENT HOLDING, LLC UC HOLDING, INC. UC INTERMEDIATE, INC. SCHEDULED EQUIPMENT: $31,894,292 Attachment Code: D621009 Certificate ID: 19349952 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED (Includes Products -Completed Operations If Required By Contract) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PROVISIONS The following is added to SECTION II — WHO IS AN INSURED: Any person or organization that you agree in a written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only: a. With respect to liability for "bodily injury" or "property damage" that occurs, or for "personal injury" caused by an offense that is committed, subsequent to the signing of that contract or agreement and while that part of the contract or agreement is in effect; and b. If, and only to the extent that, such injury or damage is caused by acts or omissions of you or your subcontractor in the performance of "your work" to which the written contract or agreement applies. Such person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. The insurance provided to such additional insured is subject to the following provisions: a. If the Limits of Insurance of this Coverage Part shown in the Declarations exceed the minimum limits required by the written contract or agreement, the insurance provided to the additional insured will be limited to such minimum required limits. For the purposes of determining whether this limitation applies, the minimum limits required by the written contract or agreement will be considered to include the minimum limits of any Umbrella or Excess liability coverage required for the additional insured by that written contract or agreement. This provision will not increase the limits of insurance described in Section III — Limits Of Insurance. b. The insurance provided to such additional insured does not apply to: CG D2 46 04 19 (1) Any "bodily injury", "property damage" or "personal injury" arising out of the providing, or failure to provide, 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 or change orders, or the preparing, approving, or failing to prepare or approve, drawings and specifications; and (b) Supervisory, inspection, architectural or engineering activities. (2) Any "bodily injury" or "property damage" caused by "your work" and included in the "products -completed operations hazard" unless the written contract or agreement specifically requires you to provide such coverage for that additional insured during the policy period. c. The additional insured must comply with the following duties: (1) Give us written notice as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, such notice should include: (a) How, when and where the "occurrence" or offense took place; (b) The names and addresses of any injured persons and witnesses; and (c) The nature and location of any injury or damage arising out of the "occurrence" or offense. (2) If a claim is made or "suit" is brought against the additional insured: © 2018 The Travelers Indemnity Company. All rights reserved. Page 1 of 2 Attaclvnent Code: D621009 Certificate ID: 19349952 COMMERCIAL GENERAL LIABILITY (a) Immediately record the specifics of the claim or "suit" and the date received; and (b) Notify us as soon as practicable and see to it that we receive written notice of the claim or "suit" as soon as practicable. (3) Immediately send us copies of all legal papers received in connection with the claim or "suit", cooperate with us in the investigation or settlement of the claim or defense against the "suit", and otherwise comply with all policy conditions, Page 2 of 2 (4) Tender the defense and indemnity of any claim or "suit" to any provider of other insurance which would cover such additional insured for a loss we cover. However, this condition does not affect whether the insurance provided to such additional insured is primary to other insurance available to such additional insured which covers that person or organization as a named insured as described in Paragraph 4., Other Insurance, of Section IV — Commercial General Liability Conditions. © 2018 The Travelers Indemnity Company. All rights reserved. CG D2 46 04 19 Attachment Code: D621010 Certificate ID: 19349952 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE — This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, A. Who Is An Insured — Unnamed Subsidiaries B. Blanket Additional Insured — Governmental Entities — Permits Or Authorizations Relating To Operations PROVISIONS A. WHO IS AN INSURED — UNNAMED SUBSIDIARIES The following is added to SECTION II — WHO IS AN INSURED: Any of your subsidiaries, other than a partnership, joint venture or limited liability company, that is not shown as a Named Insured in the Declarations is a Named Insured if: a. You are the sole owner of, or maintain an ownership interest of more than 50% in, such subsidiary on the first day of the policy period; and b. Such subsidiary is not an insured under similar other insurance. No such subsidiary is an insured for "bodily injury" or "property damage" that occurred, or "personal and advertising injury" caused by an offense committed: a. Before you maintained an ownership interest of more than 50% i n such subsidiary; or b. After the date, if any, during the policy period that you no longer maintain an ownership interest of more than 50% in such subsidiary. For purposes of Paragraph 1. of Section II — Who Is An Insured, each such subsidiary will be deemed to be designated in the Declarations as: CG D3 16 02 19 C. Incidental Medical Malpractice D. Blanket Waiver Of Subrogation E. Contractual Liability— Railroads F. Damage To Premises Rented To You a. An organization other than a partnership, joint venture or limited liability company; or b. A trust; as indicated in its name or the documents that govern its structure. B. BLANKET ADDITIONAL INSURED GOVERNMENTAL ENTITIES — PERMITS OR AUTHORIZATIONS RELATING TO OPERATIONS The following is added to SECTION II — WHO IS AN INSURED: Any governmental entity that has issued a permit or authorization with respect to operations performed by you or on your behalf and that you are required by any ordinance, law, building code or written contract or agreement to include as an additional insured on this Coverage Part is an insured, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" arising out of such operations. The insurance provided to such governmental entity does not apply to: a. Any "bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the governmental entity; or b. Any "bodily injury" or "property damage" included in the "products -completed operations hazard". © 2017 The Travelers Indemnity Company. All rights reserved. Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Attachment Code: D621010 Certificate ID: 19349952 COMMERCIAL GENERAL LIABILITY C. INCIDENTAL MEDICAL MALPRACTICE 1. The following replaces Paragraph b. of the definition of "occurrence" in the DEFINITIONS Section: b. An act or omission committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to a person, unless you are in the business or occupation of providing professional health care services. 2. The following replaces the last paragraph of Paragraph 2.a.(1) of SECTION II — WHO IS AN INSURED. Unless you are in the business or occupation of providing professional health care services, Paragraphs (1)(a), (b), (c) and (d) above do not apply to "bodily injury" arising out of providing or failing to provide: (a) "Incidental medical services" by any of your "employees" who is a nurse, nurse assistant, emergency medical technician or paramedic; or (b) First aid or "Good Samaritan services" by any of your "employees" or "volunteer workers", other than an employed or volunteer doctor. Any such "employees" or "volunteer workers" providing or failing to provide first aid or "Good Samaritan services" during their work hours for you will be deemed to be acting within the scope of their employment by you or performing duties related to the conduct of your business. 3. The following replaces the last sentence of Paragraph 5. of SECTION III — LIMITS OF INSURANCE: For the purposes of determining the applicable Each Occurrence Limit, all related acts or omissions committed in providing or failing to provide "incidental medical services", first aid or "Good Samaritan services" to any one person will be deemed to be one "occurrence". 4. The following exclusion is added to Paragraph 2., Exclusions, of SECTION I COVERAGES - COVERAGE A - BODILY INJURY AND PROPERTY DAMAGE LIABILITY: Sale Of Pharmaceuticals "Bodily injury' or "property damage" arising out of the violation of a penal statute or ordinance relating to the sale of Page 2 of 3 pharmaceuticals committed by, or with the knowledge or consent of, the insured. 5. The following Is added to the DEFINITIONS Section: "Incidental medical services" means: a. Medical, surgical, dental, laboratory, x-ray or nursing service or treatment, advice or instruction, or the related furnishing of food or beverages; or b. The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances. 6. The following is added to Paragraph 4.b., Excess Insurance, of SECTION IV COMMERCIAL GENERAL LIABILITY CONDITIONS: This insurance is excess over any valid and collectible other insurance, whether primary, excess, contingent or on any other basis, that is available to any of your "employees" for "bodily injury" that arises out of providing or failing to provide "incidental medical services" to any person to the extent not subject to Paragraph 2.a.(1) of Section II — Who Is An Insured. D. BLANKET WAIVER OF SUBROGATION The following is added to Paragraph 8., Transfer Of Rights Of Recovery Against Others To Us, of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS: If the insured has agreed in a contract or agreement to waive that insured's right of recovery against any person or organization, we waive our right of recovery against such person or organization, but only for payments we make because of: a. "Bodily injury" or "property damage" that occurs; or b. "Personal and advertising injury" caused by an offense that is committed; subsequent to the execution of the contract or agreement. E. CONTRACTUAL LIABILITY - RAILROADS 1. The following replaces Paragraph c. of the definition of "insured contract" in DEFINITIONS Section: c. Any easement or license agreement; © 2017 The Travelers Indemnity Company. AR rights reserved. CG D3 16 0219 Includes copyrighted material of Insurance Services Office, Inc., with its permission. the Attachment Code: D621010 Certificate ID: 19349952 2. Paragraph f.(1) of the definition of "insured contract" in the DEFINITIONS Section is deleted. F. DAMAGE TO PREMISES RENTED TO YOU The following replaces the definition of "premises damage" in the DEFINITIONS Section: "Premises damage" means "property damage" to: COMMERCIAL GENERAL LIABILITY a. Any premises while rented to you or temporarily occupied by you with permission of the owner; or b. The contents of any premises while such premises is rented to you, if you rent such premises for a period of seven or fewer consecutive days. CG D3 16 02 19 ©2017 The Travelers Indemnity Company. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 3 Attachment Code: D621012 Certificate ID: 19349952 POLICY NUMBER: DT-CO-8P568331-PHX-22 ISSUE DATE: 04-29-22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED PERSON OR ORGANIZATION - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY CANCELLATION: SCHEDULE Number of Days Notice: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND USA WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS If we cancel this policy for any legally permitted reason other than nonpayment of premium, and a number of days is shown for Cancellation in the Schedule above, we will mail notice of cancellation to the person or organization shown in such Schedule. We will mail such notice to the address shown in the Schedule above at least the number of days shown for Cancellation in such Schedule before the effective date of cancellation. IL T4 05 05 19 ©2019 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 00 61 25 - 1 CERTIFICATE OF INSURANCE Page 1 of l 1 SECTION 00 61 25 2 CERTIFICATE OF INSURANCE 3 4 5 6 [Assembler: For Contract Document execution, remove this page and replace with standard 7 ACORD Certificate of Insurance form.] 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 4 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Weslside V Transmission Main City Project No. 103428-2 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT \VORTFI STANDARDCONSTRUCTION SPECIE !CATION DOCUMENTS Revision: 82Y2021 South Westside V Transmission Main City Project No. 103428-2 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................6 Article2 Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting..............................................................................................................................8 2.07 Initial Acceptance of Schedules....................................................................................................8 Article 3 — Contract Documents: Intent, Mending, Reuse............................................................................8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents ...................................................................................................................10 3.06 Electronic Data............................................................................................................................ 11 Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points........................................................................................................... 11 4.01 Availability of Lands.................................................................................................................. 11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities............................................................................................................... 13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site.............................................................................. 14 Article 5 Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds....................................................................... 16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence............................................................................................... 19 CITY OF FORT WORTII STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revision: W232021 South Westside V Transmission Main City Project No. 103428-2 6.02 Labor; Working Hours ................................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-EquaLs".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others.................................................................... 24 6.07 Wage Rates.................................................................................................................................. 25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities ....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Piograms.............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6 22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination....................................................................................................................... 35 Article 7 - Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders............................................................................................................................. 36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager 37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work 38 CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8'23/2021 South Westside V Transmission Main City Project No. 103428-2 Article 10 - Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work................................................................................................................................:. 39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ......................41 11.01 Cost of' the Work......................................................................................................................... 41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 City May Correct Defective Work.............................................................................................51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection........................................................................................................................... 55 14.06 Final Acceptance......................................................................................................................... 55 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination ........................................................................................57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article 16 - Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT NORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 Article17 —Miscellaneous ..............................................................................................................................62 17.01 Giving Notice............................................................................................:................................. 62 17.02 Computation of Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 • 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONST RUCTION SPECIFICATION DOCUMENTS Revision: S'2 21 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 1 of63 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. I. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. 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. 5. Award — Authorization by the City Council for the City to enter into an Agreement. • 6. Bid —The offer or proposal of' a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. 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. I 1 . Calendar Day— A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTI [ STANDARDCONSTRU CT ION SPECIFICATION DOCUMENTS Revision: 8232021 South Weslside V Transmission Main City Project No_ 103428-2 007200-I GENERAL CONDITIONS Page 2 of 63 12. Change OrderA document, which is prepared and approved by the City, which is signed by Contractor 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. 13. City The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 14. City Attorney - The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 15. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 16. City Manager - The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 17. Contract Clain, -A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 18. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 19. Contract Documents -Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 20. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 21. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (li) complete the Work so that it is ready for Final Acceptance. 22. Contractor The individual or entity with whom City has entered into the Agreement. 23. Cost of the Work See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: g23/2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 3 of 63 24. Damage Claims -- A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 25. Day or day— A day, unless otherwise defined, shall mean a Calendar Day. 26. Director of Aviation - The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 27. Director of Parks and Community Services - The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Planning and Development - The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Transportation Public Works - The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Water Department - The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. 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. 32. Effective Date of the Agreement The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 33. Engineer -The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 34. Extra Work - Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 35. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 36. Final Acceptance The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTII STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8092021 South Westside V Transmission Main City Project No. 103928-2 007200-I GENERAL CONDIT ION S Page4of63 37. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 38. General Requirements Sections of Division 1 of the Contract Documents. 39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 40. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 41. 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. 42. Liens Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 43. Major Item— An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 44. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 45. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 47. PCBs Polychlorinated biphenyls. 48. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 49. Plans — See definition of Drawings CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 5 of 63 50. 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. 51. Project ---The Work to be performed under the Contract Documents. 52. Project Manager —The authorized representative of the City who will be assigned to the Site. 53. Public Meetnng An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 55. Regular Working Hours —Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 56. 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. 57. Schedule ofSubmittalsA schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of ValuesA schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 59. Site Lands or areas indicated in the Contract Documents as being furnished by City 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 which are designated for the use of Contractor. 60. 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. 61. 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. CITY OF FORT WORTII STANDARDCONSTRUCT ION SPECIE [CATION DOCUMENTS Revision: S2i2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 6 of 63 62. 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. 63. Substantial Completion The stage in the progress of the Project when the Work is sufficiently complete in accordance with the Contract Documents for Final Inspection. 64. Successfid Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent— The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. 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. 68. 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. 69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours —Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. 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 Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 7 of 63 I. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. 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. D. 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. E. 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. ARTICLE 2 — PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (I) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed to by both parties in writing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103426-2 007200-1 GENERAL CONDITION S Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 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. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 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 of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such 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. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: Contractor's Review ofContract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Perfonnance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823i2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 10 of63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 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 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; 2. City's review ofa Submittal (subject to the provisions of Paragraph6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIE !CATION DOCUMENTS Revision: 8'232021 South Westside V Transmission Main City Project No. 103428-2 007200-1 GENERAL CONDITIONS Page I I of63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Elech•onic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's on-line electronic document management and collaboration system site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 —AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding' utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORT!! STANDARDCONSTRUCTION SPECIE ICATION DOCUMENTS Revision: 823/202I South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION 5 Page 12 of63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1. those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: I. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 5232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 13 of63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 14 of63 Work in connection therewith (except in an emergency as required by Paragraph 6. 17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 00 72 00 -1 GENERAL CONDITION S Page I5 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6. I7.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall hndemmi/y 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 cowl or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Conl actoror by anyoneforwhom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contactor to indent * any individual or entity from and against the consequences of that individual's or entity's own negligence. I -I. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CIT Y OF FORT WORTFI STANDARD CONSTItUCTION SPECIESPECIFICATION DOCUMENTS Revision: 823/2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 16 of63 AR FICLE 5 — BONDS AND INSURANCE 5.01 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 coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, 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 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 scaled 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 5.02.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 5.01 and 5.02.C. 5.03 Certificates ofInsurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or any other additional insured) in at least the minimum amount as specified in the Supplementary Conditions which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: W232021 South Westside V Transmission Main City Project No. 103428-2 007200-1 GENERAL CONDITIONS Page 17of63 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 the Supplementary Conditions 6. 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. 7. 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. 8. 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. 9. 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 1O%. 10. 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 1VORTFI STANDARDCONSTRUCTION SPECIP!CATION DOCUMENTS Revision: 8L3/2021 South Westside V Transmission Main City Project No. 103426-2 007200-I GENERAL CONDITION S Page IS of63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. 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. 12. 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. 13. 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. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 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 Employees' 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. 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 CITY OF FORT woRTn STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 19 of 63 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 ate normally contained with the policy, unless the City approves such exclusions in writing. 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 (if identified in the Supplementary Conditions). 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. 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 requirements identified in the Supplementary Conditions. 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. 5.05 Acceptance ofBondsand 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 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 City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the 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 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence 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 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARDCONST RUCTION SPECIFICATION DOCUMENTS Revision: g23/2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 20 of 63 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. 6.02 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 Flours 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. 6.03 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 COXSTRU CT ION SPECIFICATION DOCUMENTS Revision: 823/2021 South Westside V Transmission Main City Project No. 103428-2 00 72 00 -1 GENERAL CONDITION S Page 21 of 63 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. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 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 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 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 maybe 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 6.05.A. I, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORT!' STANDARDCONSTRU CT ION SPECIFICATION DOCUMENTS Revision: 8/2 202I South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 22 of 63 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 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 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) 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; CITY OF FORT \VORTI I STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82V2021 South Wesiside V Transmission Main City Project No. 103428-2 • 007200-I GENERAL CONDITION S . Page23 of63 c) 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: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 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 Const ruction 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 6.05.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 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an `or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by themfrom 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 6.05.A.2 and 6.05.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 (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: R2.32021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION $ I'age 24 of 63 G. City Substitute Reimbursement:Costs(savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. 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. E. 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: CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: W232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 25 of 63 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. F. 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. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. 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 the Contract Documents for the benefit of City. 6.07 Wage Rates 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 31st 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 00 72 00 -1 GENERAL CONDITION Page 26 of 63 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 lth day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and 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. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. 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 hi the performance of the Work or resultingfi•om CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtaizedpennits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenser. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 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 CITY OF FORT WORTH STANDARDCON'ST RUCTION SPECIP ICATION DOCUMENTS Revision: R23/7021 South Westside V Transmission Main City Project No. 103928-2 007200-I GENERAL CONDITION S Page 28 of 63 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 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. httpi/www.window.state.tx.us/taxinfo/taxforins/93-forms.html 6.12 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 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. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision- 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 29 or63 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 Clain. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out ofor 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, 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 the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Fina/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. 6.13 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 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. 6.14 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 CITY Or FORT WORTH STANDARD CONSTRUCTION SPECIF ICAT ION DOCUMENTS Revision: &232021 South Westsiae V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 30 or 63 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 6.14.A.2 or 6.14.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. 6.15 Safely Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 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. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Otder may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 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 6.18.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 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIF ICATION DOCUMENTS Revision: 8123/2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 32 of 63 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. 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. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 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: I. 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 CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823/2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 33 of 63 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 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 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 5.02.B. The City will give notice of observed defects with reasonable promptness. 6.21 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 DAMACES BEING SOIJCHT 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 CITY OF FORT WORTH STANDARDCONSTRU CT ION SPECIFICATION DOCUMENTS Revision: 8123/202I South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 34 of 63 SPECIFICALLY INTENDED TO OPERATE AND BF EFFECTIVE EVEN IF IT IS AI LFGED OR PROVEN THAT Ali, OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART. BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services am specifically required by the Contract Documents for a portion of the Work or unless such services are required to carryout 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. 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 6 22, 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 6.18.C. 6.23 Right to Audit A. 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. B. 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 CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82V2021 South Westside V Transmission Main City Project No. 103428-2 007200-1 GENERAL CONDITION S Page 35 or 63 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. C. 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. 6.24 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 VL, Civil Rights Acl 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. ARTICLE 7 -OTHER WORK AT THE SITE 7.01 Related Work al 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 Contactor 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. CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIE ICAT ION DOCUMENTS Revision: F2V2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL COND IT IONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: I. the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 - CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTII STANDARD CONSTRUCTION SI'ISCIF ICATION DOCUMENTS Revision: R232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 37 of 63 8.07 Limitations on City 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 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 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 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is identified in the Supplementary Conditions. 9.02 Visits to Site A. City's Project Manager 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 Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 21?32021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page38 of63 9.03 Authorized Variations in Work City's Project Manager 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 and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager 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 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Peiformed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager 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). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Wok A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 - CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 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 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, a Field Order may be issued by the City. crrY OF FORT WORT!! STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09; or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account ofthe actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Suety 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. CITY OF FORT WORTH STANDARDCONSTRU CT ION SPECIFICATION DOCUMENTS Revision: F232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 40 of 63 10.06 Contract Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: I. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT \VORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I South Westside V Transmission Main City Project No, 103428-2 007200-I GENERAL CONDITIONS Page41 of63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.0I.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall include but not be limited to the following items: I. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Crr Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: W232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OP FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: R232021 South Westside V Transmission Main City Project No. 103428-2 00 72 00 -1 GENERAL CONDITIONS Page 43 oF63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. • 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.O1.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH South Westside V Transmission Main STANDARD CONST RUCTION SPECIFICATION DOCUMENTS City Project No. 103428-2 Revision: R232021 007200-1 GENERAL CONDITION S Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. ContingencyAiiowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Qua ztities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 82V2021 South Westside V Transmission Main City Project No. 103428-2 007200-1 GENERAL CONDITION S Page 45 or 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CI"rY OF FORT WORTH STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change ofContract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.0I.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.O1.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.O1.A.1, 11.01.A.2. and 11.O1.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.0I.A.5, the Contractor's fee shall be five percent (5%); I) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTII STANDARDCONSTRUCTION SPECIE ICAT ION DOCUMENTS Revision: 823/2021 South Westside V Transmission Main City Project No, 103428-2 007200-I GENERAL CONO IT ION S Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and I1.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of cop itemized under Paragraphs 11.01.A.6, and 11.0I.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change ofContrract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. 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. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONST R U CT ION SPECIFICATION DOCUMENTS Revision: R23202i South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 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. 13.02 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. 13.03 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 acceptable to 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 13.03 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 CONSTRU CT ION SPECIFICATION DOCUMENTS Revision: 823/2021 South Weslside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 49 or 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment 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. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 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. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor, material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay 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 uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 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 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Weslside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONO IT ION Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 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 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 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 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 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: I. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823202I South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 5I of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, 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 should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claim, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay 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) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, 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, reflecting the diminished value of Work so accepted. 13.09 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 13.06.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, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, 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 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 CITY OF FORT WORTFI STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: W23/2021 South Westside V Transmission Main City Project No. 103428-2 007200-1 GENERAL CONDITION S Page 52 of 63 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 13.09. ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for Lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as described in subsection C. unless otherwise stipulated in the Contract Documents. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: W23202I South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 53 of 63 B. Review of Applications: I. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor; or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective or completed Work has been damaged by the Contractor or subcontractors requiring correction or replacement; b discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less 'than $400,000 at the time of execution, retainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement will be assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the tune of payment free and clear of all Liens. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: R23i2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any 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 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. PartialUtilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is Substantially Complete in accordance with the Contract Documents: 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 ("Punch List Items"). Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No tune charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Finat Inspection, City will issue to Contractor a letter of Final Acceptance. CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. 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. B. Payment Becomes Due: I. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. 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. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH STANDARD CONSTRU CTION SPECIFICATION DOCUMENTS Revision: SQV2021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDIT IONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 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 make no extra payment for stand-by time of construction equipment and/or construction crews. 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 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. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. c rr Y OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITIONS Page 58 of63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs I5.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 823i2021 South Westside V Transmission Main City Project No. 103420-2 007200-I GENERAL CONDITION S Page 60 or 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effectedby mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the Letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: R232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, clue to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARDCONSTRUCT ION SPECIE ICATION DOCUMENTS Revision: W232021 South Westside V Transmission Main City Project No. 103428-2 007200-1 GENERAL CONDITION S Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 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. 17.02 Computation ofTimes 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. 17.03 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: 8232021 South Westside V Transmission Main City Project No. 103428-2 007200-I GENERAL CONDITION S Page 63 of 63 17.04 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. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTII STANDARDCONSTRUCT ION SPECIFICATION DOCUMENTS Revision: W232021 South Westside V Transmission Main City Project No. 103428-2 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 5 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01 A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.0IA. L, "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of April 2022: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER NUMBER TARGET DATE OF POSSESSION The Contractor understands and agrees that the dates listed above are estimates only, arc not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.0IA.2, "Availability of Lands" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 5 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of April 2022. None. The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Report, dated October 14, 2021, prepared by CMJ Engineering, a sub -consultant of Ilalff Associates, Inc., a consultant of the City. This report is provided for preliminary informational purposes only and shall not be relied upon for final design of the Transmission Main. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. City of Fort Worth Consultant: Pape -Dawson Engineers, Inc., CMJ Engineering, DKC Integrity, LLC, Gupta & Associates, Inc., Gorrondona & Associates, Inc., Raiff Associates, Inc., Rios Group, Inc. Property Owner: Walsh Ranches Limited Partnership SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not Tess than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability S 100,000 each accident/occurrence SI00,000 Disease - each employee S500,000 Disease -policy limit SC-5.04B.,"Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum Iimits of: S 1,000,000 each occurrence S2,000,000 aggregate limit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 5 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job she. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverages. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto" defined as autos owned, hired and non -owned. S1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / S500,000 Bodily Injury per accident / S 100,000 Property Damage SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided iu the Appendixes: 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) 2013 Prevailing Wage Rates (Commercial Construction Projects) A copy of the table is also available by accessing the City's website at: https://apes.fortworthtexas.gov/ProjectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: I . FAA permit for construction phase SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: I. Miscellaneous Water Permit 2. Texas Pollutant Discharge Elimination System General Permit 3. Tree Removal Permit 4. Urban Forestry SC-6.09C. "Outstanding permits and licenses" CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 The folio None. 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 5 g is a list of known outstanding permits and/or licenses to be acquired, if any as of April 2022: Outstanding Permits and/or Licenses to Ile Acquired None. SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, "DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be perfonned under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Lnformation and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 5 subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority Oncor Electric Underground electric service to site City SC-8.01, "Communications to Contractor" None. SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Russell Redder, P.E., or his/her successor pursuant to written notification from the Director of Water Department. SC-I3.03C., "Tests and Inspections" None. SC-16.0IC.1, "Methods and Procedures" None. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative' wording changed to City's Project Manager. 3/9/2020 D.V. Magana SC-6.07, Updated the link such that files can be accessed via the City's website. CITY OF FOILT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 SECTION 01 11 00 SUMMARY OF WORK PART1- GENERAL 011100-1 SUMMARY OF WORK Page 1 of3 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification I. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division I - 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 I. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 011100-2 SUMMARY OF \VOILK 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. I) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements I. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 011100-3 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 NAME SUMMARY OF CHANGE DA FE CITY OF FORT \VORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 SECTION 01 25 00 SUBSTITUTION PROCEDURES PARTI- GENERAL 012500-1 SUBSTITUTION PROCEDURES Page 1 of4 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to I 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 Fat Worth Standard Specification 1. None. C. Related Specification Sections include, but arc not necessarily limited to: I . Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. 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 I. 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 PORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 012500-2 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 I) 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, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103928-2 012500-3 SUBSTITUTION PROCEDURES Page 3 of4 4. No additional contract time will be given for substitution. 5. 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 City's opinion, acceptance will require substantial revision of the original design d. In the City'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 USEDI PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CIIANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 012500-4 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 CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended Not recommended Recommended Received late By Date Remarks Rejected Date South Westside V Transmission Main City Project No. 103428-2 PART 1- GENERAL 1.1 SUMMARY SECTION 01 31 19 PRECONSTRUCTION MEETING 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification I. 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 Bern 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 I. 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 execution of the Agreement and before Work is started. 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. Project Representative 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 South Westside V Transmission Main City Project No. 103428-2 01 31 19 - 2 ('RECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. 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 I. 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. M/WBE or MBE/SBE procedures hh. Final Acceptance it. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 South Westside V Transmission Main City Project No. 103428-2 013119-3 PRECONS (RUCTION MEETING 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMIT1 ALS (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 - PART 3 - PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 South Westside V Transmission Main City Project No. 103428-2 SECTION 01 31 20 PROJECT MEETINGS PART1- GENERAL 1.1 SUMMARY 013120-1 PROJECT MEETINGS Page I of3 A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES ]NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting I. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 013120-2 PROJECT MEETINGS Page 2 of 3 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre -construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off -site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period 1. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards I. Pending changes and substitutions m. Review proposed changes for: t) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request CITY OF FORT WORT' I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Weslside V Transmission Main City Project No. 103428-2 013120-3 PROJECT MEETINGS Page 3 of 3 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative, 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page l of 10 SECTION 01 32 16 CONSTRUCTION SCHEDULE 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status repotting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 D. Purpose 16 The City of Fort Worth (City) is committed to delivering quality, cost-effective 17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 18 properly structured schedule with accurate updates. This supports effective monitoring 19 of progress and is input to critical decision making by the project manager throughout 20 the life of the project. Data from the updated project schedule is utilized in status 21 reporting to various levels of the City organization and the citizenry. 22 23 This Document complements the City's Standard Agreement to guide the construction 24 contractor (Contactor) in preparing and submitting acceptable schedules for use by the 25 City in project delivery. The expectation is the performance of the work follows the 26 accepted schedule and adhere to the contractual timeline. 27 28 The Contractor will designate a qualified representative (Project Scheduler) responsible 29 for developing and updating the schedule and preparing status reporting as required by 30 the City. 31 1.2 PRICE AND PAYMENT PROCEDURES 32 A. Measurement and Payment 33 1. Work associated with this Item is considered subsidiary to the various items bid. 34 No separate payment will be allowed for this Item. 35 2. Non-compliance with this specification is grounds for City to withhold payment of 36 the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH STANDARD CONSrIUCr ION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 -2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 9 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 2. Construction Schedule 22 The Contractor is responsible for developing and maintaining a schedule for the 23 scope of the Contractor's contractual requirements. The Contractor will issue an 24 initial schedule for review and acceptance by the City's Project Control Specialist 25 and the City's Project Manager as a baseline schedule for Contractor's scope of 26 work. Contractor will issue current, accurate updates of their schedule (Progress 27 Schedule) to the City at the end of each month throughout the life of their work. 28 B. Schedule Tiers 29 The City has a portfolio of projects that vary widely in size, complexity and content 30 requiring different scheduling to effectively deliver each project, The City uses a 31 "tiered" approach to align the proper schedule with the criteria for each project. The 32 City's Project Manager determines the appropriate schedule tier for each project, and 33 includes that designation and the associated requirements in the Contractor s scope of 34 work. The following is a summary of the "tiers". 35 36 I . Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as -needed basis. 41 42 2. Tier 2: Small Size and Short to Medium Duration Project 43 The City develops and maintains a Master Project Schedule for the project. The 44 Contractor identifies "start" and "finish" milestone dates on key elements of their 45 work as agreed with the City's Project Manager at the kickoff of their work effort. 46 The Contractor issues to the City, updates to the "start" and "finish" dates for such 47 milestones at the end of each month throughout the life of their work on the project. 48 49 3, Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WRS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Projec delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 11 month y updates to the City Project Manager (end of each month) as a "progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification 01 32 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non -acceptance notification. An example of a Progress Schedule is 37 provided in Specification 01 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 - 4 CONSTRUCTION PROGRESS SCIIEDULE Page 4 of 10 1 1. Schedule Framework - The schedule will be based on the defined scope of work 2 and follow the (Critical Path Methodology) CPM method. The Contractor's 3 schedule will align with the requirements of this specification and will be cost 4 loaded to reflect their plan for execution. Compliance with cost loading can be 5 provided with traditional cost loading of line items OR a projected cost per 6 month for the project when the initial schedule is submitted, updated on a 7 quarterly basis is significant change is anticipated Overall schedule duration 8 will align with the contractual requirements for the respective scope of work and be 9 reflected in City's Master Project Schedule. The Project Number and Name of the 10 Project is required on each schedule and must match the City's project data. 1 12 E. Schedule File Name 13 All schedules submitted to the City for a project will have a file name that begins with 14 the City's project number followed by the name of the project followed by baseline (if 15 a baseline schedule) or theyear and month (if a progress schedule), as shown below. 16 17 • Baseline Schedule File Name 18 Format: City Project Number_Project Name Baseline 19 Example: 101376_North Montgomery Street HMACBaseline 20 21 • Progress Schedule File Name 22 Format: City Project Number Project Name YYYY-MM 23 Example: 101376 North Montgomery Street I IIMAC_2018_01 24 25 • Project Schedule Progress Narrative File Name 26 Format: City Project Number Project Name PNYYYY-MM 27 Example: 101376_North Montgomery Street HMACPN2018_01 28 29 F. Schedule Templates 30 The Contractor will utilize the relevant sections from the City's templates provided in 31 the City's document management system as the basis for creating their respective 32 project schedule. Specifically, the Contractor's schedule will align with the layout of 33 the Construction section. The templates are identified by type of project as noted 34 below. 35 • Arterials 36 • Aviation 37 • Neighborhood Streets 38 • Sidewalks (later) 39 • Quiet Zones (later) 40 • Street Lights (later) 41 • Intersection Improvements (later) 42 • Parks 43 • Storm water 44 • Street Maintenance 45 • Traffic 46 • Water 47 48 G. Schedule Calendar CITY OF FOICI WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 -5 CONSTRUCTION PROGRESS SCIIEDULE Page 5 of 10 1 The City's standard calendar for schedule development purposes is based on a 5-day 2 workweek and accounts for the City's eight standard holidays (New Years, Martin 3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, 4 Christmas). The Contractor will establish a schedule calendar as part of the schedule 5 development process and provide to the Project Control Specialist as part of the basis 6 for their schedule. Variations between the City's calendar and the Contractor's 7 calendar must be resolved prior to the City's acceptance of their Baseline project 8 schedule. 9 10 H. WBS & Milestone Standards for Schedule Development 11 The scope of work to be accomplished by the Contractor is represented in the schedule 12 in the form of a Work Breakdown Structure (WRS). The WBS is the basis for the 13 development of the schedule activities and shall be imbedded and depicted in the 14 schedule. 15 16 The following is a summary of the standards to be followed in preparing and 17 maintaining a schedule for project delivery. 18 19 1. Contractor is required to utilize the City's WRS structure and respective 20 project type template for "Construction" as shown in Section 1.4.H below. 21 Additional activities may be added to Levels 1 - 4 to accommodate the needs 22 of the organization executing the work. Specifically the Contractor will add 23 activities under WRS XXXXXX.80.83 "Construction Execution" that 24 delineates the activities associated with the various components of the work. 25 26 2. Contractor is required to adhere to the City's Standard Milestones as shown 27 in Section 1.4.1 below. Contractor will include additional milestones 28 representing intermediate deliverables as required to accurately reflect their 29 scope of work. 30 31 I. Schedule Activities 32 Activities are the discrete elements of work that make up the schedule. They will be 33 organized under the umbrella of the WBS. Activity descriptions should adequately 34 describe the activity, and in some cases the extent of the activity. All activities are 35 logically tied with a predecessor and a successor. The only exception to this rule is for 36 "project start" and "project finish" milestones. 37 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint. Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 - 6 CONSTRUCT ION PROGRESS SCHEDULE Page 6 of 10 1 review and acceptance as described in Section 1.5 below. Updated baseline schedules 2 adhere to the following: 3 4 L Time extensions associated with approved contract modifications are limited to the 5 actual amount of time the project activities are anticipated to be delayed, unless 6 otherwise approved by the Program Manager. 7 8 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 9 the date of receipt of the approved Change Order. 10 11 3. The changes in logic or durations approved by the City are used to analyze the impact 12 of the change and is included in the Change Order. The coding for a new activity(s) 13 added to the schedule for the Change Order includes the Change Order number in the 14 Activity ID. Use as many activities as needed to accurately show the work of the 15 Change Order. Revisions to the baseline schedule are not effective until accepted by 16 the City. 17 K. City's Work Breakdown Structure 18 19 WBS Code WBS Name 20 XXXXXX Project Name 21 XXXXXX.30 Design 22 XXXXXX.30.10 Design Contractor Agreement 23 XXXXXX.30.20 Conceptual Design (30%) 24 XXXXXX.30.30 Preliminary Design (60%) 25 XXXXXX.30.40 Final Design 26 XXXXXX.30.50 Environmental 27 XXXXXX.30.60 Permits 28 XXXXXX.30.60.10 Permits - Identification 29 XXXXXX.30.60.20 Permits - Review/Approve 30 XXXXXX.40 ROW & Easements 31 XXXXXX.40.I0 ROW Negotiations 32 XXXXXX.40.20 Condemnation 33 XXXXXX.70 Utility Relocation 34 XXXXXX.70. 10 Utility Relocation Co-ordination 35 XXXXXX.80 Construction 36 XXXXXX.80.81 Bid and Award 37 XXXXXX.80.83 Construction Execution 38 XXXXXX.80.85 Inspection 39 XXXXXX.80.86 Landscaping 40 XXXXXX.90 Closeout 41 XXXXXX.90. 10 Construction Contract Close-out 42 XXXXXX.90.40 Design Contract Closure 43 L. City's Standard Milestones 44 The following milestone activities (i.e., important events on a project that mark critical 45 points in time) are of particular interest to the City and must be reflected in the project 46 schedule for all phases of work. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 01 3216 -7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity Name Award Design Agreement Issue Notice to Proceed - Design Engineer Design Kick-off Meeting Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting #2 (required) 3260 Preliminary Design Complete 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3330 Conduct Design Public Meeting #3 (if required) 3360 Final Design Complete ROW & Easements 4000 Right of Way Start 4230 Right of Way Complete Utility Relocation 7000 Utilities Start 7120 Utilities Cleared/Complete Construction Bid and Award 8110 Start Advertisement 8150 Conduct Bid Opening 8240 Award Construction Contract Construction Execution 8330 Conduct Construction Public Meeting #4 Pre -Construction 8350 Construction Start 8370 Substantial Completion 8540 Construction Completion 9130 Notice of Completion/Green Sheet 9150 Construction Contract Closed 9420 Design Contract Closed Activity ID Design 3020 3040 3100 3120 39 1.4 SUBMITTALS 40 41 42 43 44 45 46 A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor s baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 1. Schedule Format 2 The Contractor will submit each schedule in two electronic forms, one in native file 3 format (.xer, .xud, .wpm) and the second in a pdf format, in the City's document 4 management system in the location dedicated for this purpose and identified by the 5 Project Manager. In the event the Contractor does not use Primavera P6 or MS 6 Project for scheduling purposes, the schedule information must be submitted in..rts or 7 .xhx format in compliance with the sample layout (See Specification 01 32 16.1 8 Construction Project Schedule Baseline Example), including activity predecessors, 9 successors and total float. 10 11 2. Initial & Baseline Schedule 12 The Contractor will develop their schedule for their scope of work and submit their 13 initial schedule in electronic form (in the file formats noted above), in the City's 14 document management system in the location dedicated for this purpose at least 5 15 working days prior to Pre Construction Meeting. 16 17 The City's Project Manager and Project Control Specialist review this initial schedule 18 to determine alignment with the City's Master Project Schedule, including format & 19 WRS structure. Following the City's review, feedback is provided to the Contractor 20 for their use in finalizing their initial schedule and issuing (within five workdays) their 21 Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor will update and issue their project schedule (Progress Schedule) by the 25 last day of each month throughout the life of their work on the project. The Progress 26 Schedule is submitted in electronic form as noted above, in the City's document 27 management system in the location dedicated for this purpose. 28 29 The City's Project Control team reviews each Progress Schedule for data and 30 information that support the assessment of the update to the schedule. In the event 31 data or information is missing or incomplete, the Project Controls Specialist 32 communicates directly with the Contractor's scheduler for providing same. The 33 Contractor re -submits the corrected Progress Schedule within 5 Ivorkdays, following 34 the submittal process noted above. The City's Project Manager and Project Control 35 Specialist review the Contractor's progress schedule for acceptance and to monitor 36 performance and progress. 37 38 The following list of items are required to ensure proper status information is 39 contained in the Progress Schedule. 40 • Baseline Start date 41 • Baseline Finish Date 42 • % Complete 43 • Float 44 • Activity Logic (dependencies) 45 • Critical Path 46 • Activities added or deleted 47 • Expected Baseline Finish date 48 • Variance to the Baseline Finish Date 49 CITY OF FORT WORTH STANDARD CONSTRUCf1ON SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 B. Monthly Construction Status Report 2 The Contractor submits a written status report (referred to as a progress narrative) at the 3 monthly progress meeting (if monthly meetings are held) or at the end of each month to 4 accompany the Progress Schedule submittal, using the standard format provided in 5 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 6 of the Construction Project Schedule Progress Narrative should be concise and complete 7 to include only changes delays, and anticipated problems. 8 9 C. Submittal Process 10 • Schedules and Monthly Construction Status Reports are submitted in in the City's 11 document management system in the location dedicated for this purpose. 12 • Once the project has been completed and Final Acceptance has been issued by the 13 City, no further progress schedules or construction status reports are required from 14 the Contractor. 15 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOTUSED] 19 1.8 QUALITY ASSURANCE 20 A. The person preparing and revising the construction Progress Schedule shall be 21 experienced in the preparation of schedules of similar complexity. 22 B. Schedule and supporting documents addressed in this Specification shall be prepared, 23 updated and revised to accurately reflect the performance of the construction. 24 C. Contractor is responsible for the quality of all submittals in this section meeting the 25 standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec 01 32 16.1 Construction Project Schedule Baseline Example 31 Spec 01 32 16.2 Construction Project Schedule Progress Example 32 Spec 01 32 16.3 Construction Protect Schedule Progress Narrative 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 PART 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE l'agc 10 of 10 2 - PRODUCTS [NOT USED] 3 PART3- 4 5 6 EXECUTION [NOT USED] END OF SECTION Revision Log NAME DATE SUMMARY OF CHANGE 8/13/2021 Michael Oecn Revised to updatespeciflea( ion requirements and eliminate duplicate schedule specifications. CrrY OF FORT \NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 South Westside V Transmission Main City Project No. 103428-2 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. Administrative and procedural requirements for: a. Preconstruction Videos 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. Preconstruction Video I. 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] LIE FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 20I 1 South Westside V Transmission Main City Project No. 103428-2 PART1- GENERAL 1.1 SUMMARY SECTION 01 33 00 SUBMITTALS 01 33 00 - 1 SUBMITTALS Page 1 of8 A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES INOT USED) 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination I. 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 0 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 PORT WORrU STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 33 00 - 2 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 I. 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 I. 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 ' inches x 1 1 inches to 8 '/2 inches x 1 finches. 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 C17Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 013300-3 SUBMFFFALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: I) 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 I) 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 33 00 - 4 SUBMITAI.S 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 1 I) Product operating and maintenance instructions and recomrnended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples I. 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. I. 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 I 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. I -lard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 013300-5 SUI3MIITALS 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, ditnensions, 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 fulftlltnent 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 I) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or cotnments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 Crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 33 00 - 6 SUUMI ITALS Page 6 of 8 I) "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 I) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubtnittal 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 I) "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) ft 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 I) 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. I) 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 I 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 City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 3300 -7 SUBMFLTALS Pagel of 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) I. 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 I) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Weslside V Transmission Main City Project No. 103428-2 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 01 35 13 SPECIAL PROJECT PROCEDURES 013513-I SPECIAL PROJECT PROCEDURES Page 1 of8 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not Iimited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 i. Dust Control 16 j. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 — General Requirements 22 3. Section 33 12 25 — Connection to Existing Water Mains 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Coordination within Railroad permit areas 26 a. Measurement 27 1) Measurement for this Item will be by lump sum. 28 b. Payment 29 I) The work performed and materials furnished in accordance with this Bern 30 will be paid for at the lump sum price bid for Railroad Coordination. 31 c. The price bid shall include: 32 I) Mobilization 33 2) Inspection 34 3) Safety training 35 4) Additional Insurance 36 5) Insurance Certificates 37 6) Other requirements associated with general coordination with Railroad, 38 including additional employees required to protect the right-of-way and 39 property of the Railroad from damage arising out of and/or from the 40 construction of the Project. 41 2. Railroad Flagmen 42 a. Measurement CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 01 35 13 -2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 1) Measurement for this Item will be per working day. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 will be paid for each working day that Railroad Flagmen are present at the 5 Site. 6 c. The price bid shall include: 7 1) Coordination for scheduling flagmen 8 2) Flagmen 9 3) Other requirements associated with Railroad 10 3. All other items 11 a. Work associated with these Items is considered subsidiary to the various Items 12 bid. No separate payment will be allowed for this Item. 13 1.3 REFERENCES I4 A. Reference Standards 15 1. Reference standards cited in this Specification refer to the current reference 16 standard published at the time of the latest revision date logged at the end of this 17 Specification, unless a date is specifically cited. 18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 19 High Voltage Overhead Lines. 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination with the Texas Department of Transportation 22 1. When work in the right-of-way which is under the jurisdiction of the Texas 23 Department of Transportation (TxDOT): 24 a. Notify the Texas Department of Transportation prior to commencing any work 25 therein in accordance with the provisions of the permit 26 b. All work performed in the TxDOT right-of-way shall be performed in 27 compliance with and subject to approval from the Texas Department of 28 Transportation 29 B. Work near High Voltage Lines 30 1. Regulatory Requirements 31 a. All Work near High Voltage Lines (more than 600 volts measured between 32 conductors or between a conductor and the ground) shall be in accordance with 33 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 34 2. Warning sign 35 a. Provide sign of sufficient size meeting all OSHA requirements. 36 3. Equipment operating within 10 feet of high voltage lines will require the following 37 safety features 38 a. Insulating cage -type of guard about the boom or arm 39 b. Insulator links on the lift hook connections for back hoes or dippers 40 c. Equipment must meet the safety requirements as set forth by OSHA and the 41 safety requirements of the owner of the high voltage lines 42 4. Work within 6 feet of high voltage electric lines 43 a. Notification shall be given to: 44 1) The power company (example: ONCOR) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a) Maintain an accurate log of all such calls to power company and record 2 action taken in each case. 3 b. Coordination with power company 4 1) After notification coordinate with the power company to: 5 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 6 lower the lines 7 c. No personnel may work within 6 feet of a high voltage line before the above 8 requirements have been met. 9 C. Confined Space Entry Program 10 1. Provide and follow approved Confined Space Entry Program in accordance with 11 OSHA requirements. 12 2. Confined Spaces include: 13 a. Manholes 14 b. All other confined spaces in accordance with OSHA's Permit Required for 15 Confined Spaces 16 The following link is to Fact Sheet re: Air Permitting: 17 https://www.tcexl.texas.gov/assets/public/permitting/air/factsheets/periuit-Iactsheet.Ixlf' 18 D. TCEQ Air Permit 19 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 20 E. Use of Explosives, Drop Weight, Etc. 21 1. When Contract Documents permit on the project the following will apply: 22 a. Public Notification 23 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 24 p1 for to commencing. 25 2) Minimum 24 hour public notification in accordance with Section 01 31 13 26 F. Water Department Coordination 27 1. During the construction of this project, it will be necessary to deactivate, for a 28 period of time, existing lines. The Contractor shall be required to coordinate with 29 the Water Department to determine the best times for deactivating and activating 30 those lines. 31 2. Coordinate any event that will require connecting to or the operation of an existing 32 City water line system with the City's representative. 33 a. Coordination shall be in accordance with Section 33 12 25. 34 b. If needed, obtain a hydrant water meter from the Water Department for use 35 during the life of named project. 36 c. In the event that a water valve on an existing live system be turned off and on 37 to accommodate the construction of the project is required, coordinate this 38 activity through the appropriate City representative. 39 1) Do not operate water line valves of existing water system. 40 a) Failure to comply will render the Contractor in violation of Texas Penal 41 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 42 will be prosecuted to the full extent of the law. 43 b) In addition, the Contractor will assume all liabilities and 44 responsibilities as a result of these actions. 45 G. Public Notification Prior to Beginning Construction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of8 1 . Prior to beginning construction on any block in the project, on a block by block 2 basis, prepare and deliver a notice or flyer of the pending construction to the front 3 door of each residence or business that will be impacted by construction. The notice 4 shall be prepared as follows: 5 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 6 beginning any construction activity on each block in the project area. 7 1) Prepare flyer on the Contractor's letterhead and include the following 8 information: 9 a) Name of Project I0 b) City Project No (CPN) l l c) Scope of Project (i.e. type of construction activity) 12 d) Actual construction duration within the block 13 e) Name of the contractor's foreman and phone number 14 0 Name of the City's inspector and phone number 15 g) City's after-hours phone number 16 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 17 A. 18 3) City of Fort Worth Door Hangers will be provided to the Contractor for 19 distribution with their notice. 20 4) Submit schedule showing the construction start and finish time for each 21 block of the project to the inspector. 22 5) Deliver flyer to the City Inspector for review prior to distribution. 23 b. No construction will be allowed to begin on any block until the flyer and door 24 hangers are delivered to all residents of the block. 25 H. Public Notification of Temporary Water Service Interruption during Construction 26 1. In the event it becomes necessary to temporarily shut down water service to 27 residents or businesses during construction, prepare and deliver a notice or flyer of 28 the pending interruption to the front door of each affected resident. 29 2. Prepared notice as follows: 30 a. The notification or flyer shall be posted 24 hours prior to the temporary 31 interruption. 32 b. Prepare flyer on the contractor's letterhead and include the following 33 information: 34 1) Name of the project 35 2) City Project Number 36 3) Date of the interruption of service 37 4) Period the interruption will take place 38 5) Name of the contractor's foreman and phone number 39 6) Name of the City's inspector and phone number 40 c. A sample of the temporary water service interruption notification is attached as 41 Exhibit B. 42 d. Deliver a copy of the temporary interruption notification to the City inspector 43 for review prior to being distributed. 44 e. No interruption of water service can occur until the flyer has been delivered to 45 all affected residents and businesses. 46 f. Electronic versions of the sample flyers can be obtained from the Project 47 Construction Inspector. 48 I. Coordination with United States Aimy Corps of Engineers (USACE) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of8 1 1. At locations in the Project where construction activities occur in areas where 2 USACE permits are required, meet all requirements set forth in each designated 3 permit. 4 J. Coordination within Railroad Permit Areas 5 1. At locations in the project where construction activities occur in areas where 6 railroad permits are required, meet all requirements set forth in each designated 7 railroad permit. This includes, but is not limited to, provisions for: 8 a. Flagmen 9 b. Inspectors 10 c. Safety training 11 d. Additional insurance 12 e. Insurance certificates 13 f. Other employees required to protect the right-of-way and property of the 14 Railroad Company from damage arising out of and/or from the construction of 15 the project. Proper utility clearance procedures shall be used in accordance 16 with the permit guidelines. 17 2. Obtain any supplemental information needed to comply with the railroad's 18 requirements. 19 3. Railroad Flagmen 20 a. Submit receipts to City for verification of working days that railroad flagmen 21 were present on Site. 22 K. Dust Control 23 1. Use acceptable measures to control dust at the Site. 24 a. If water is used to control dust, capture and properly dispose of waste water. 25 b. If wet saw cutting is performed, capture and properly dispose of slurry. 26 L. Employee Parking 27 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - 10 PART 3 - 11 12 13 PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B - Added requirement of compliance Safety, Subtitle A. Public Safety, 1.4.E - Added Contractor responsibility Chapter with 752. for Health High obtaining and Safety Code, Title 9. Voltage Overhead Lines. a TCEQ Air Permit 3/11/2022 M Owen Remove references to Air Specification requirements. contractor Pollution watch Clarify need notification Days for and Door of public. NCTCOG Hangers Clean construction under in addition to CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 013513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: to Mapsco Location: 11 Limits of Construction: 12 13 14 11QIICE Of CNITRUCTIQII 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 3o OR 31 32 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 35 36 37 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 3 4 DM*: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 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, CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 CONTRACTOR South Westside V Transmission Main City Project No. 103928-2 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of2 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL L1 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: I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. I) 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 ADMINISTRA1IVE REQUIREMENTS A. Testing I. 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 external FTP site approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 01 45 23 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) I copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) I) 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 Toad of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection I. 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 SUBMIT1ALS [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 3/9/2020 D.V. Magada Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9,2020 South Westside V Transmission Main City Project No. 103428-2 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control c. 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 I . 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. t) 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 I) Contact City I week before water for construction is desired CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Pagc 3 of 4 I. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities I . Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVPTIES A. Temporary Facilities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westsido V Transmission Main City Project No. 103428-2 0I5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 l Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED[ 3.13 MAINTENANCE [NOT USED[ 3.14 ATTACHMENTS [NOT USED) END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 015526-1 STREET USE PERMIT AND MODIFICATIONS "IOTRAFF IC CONTROL. Page I of 3 2 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Unifoim Traffic Control Devices (TMUTCD). 26 1.4 ADMINIS fRATIVE REQUIREMENTS 27 A. Traffic Control 28 I. General 29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 30 traffic. 31 b. When traffic control plans are included in the Drawings, provide Traffic 32 Control in accordance with Drawings and Section 34 71 13. 33 c. When traffic control plans are not included in the Drawings, prepare traffic 34 control plans in accordance with Section 34 71 13 and submit to City for 35 review. 36 I) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL. Page 2 of 3 1 2) A traffic control "Typical" published by City of Fort Worth, the Texas 2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 3 of Transportation (TxDOT) can be used as an alternative to preparing 4 project/site specific traffic control plan if the typical is applicable to the 5 specific project/site. 6 B. Street Use Permit 7 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 8 a. To obtain Street Use Permit, submit Traffic Control Plans to City 9 Transportation and Public Works Department. 10 I) Allow a minimum of 5 working days for permit review. 1 I 2) It is the Contractor's responsibility to coordinate review of Traffic Control 12 plans for Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 I. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 I) Revise Traffic Control plans in accordance with Section 34 71 13. 18 2) Allow minimum 5 working days for review of revised Traffic Control. 19 3) It is the Contractor's responsibility to coordinate review of Traffic Control 20 plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 I . In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 2. Install temporary sign before the removal of permanent sign. 30 3. When construction is complete, to the extent that the permanent sign can be 31 reinstalled, contact the City Transportation and Public Works Department, Signs 32 and Markings Division, to reinstall the permanent sign. 33 F. Traffic Control Standards 34 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS [NOT USED] 36 A. Submit all required documentation to City's Project Representative. cur OF FORT w012Tt STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TOTRAFFIC CONTROL Page 3of3 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART2- 9 PART3- 10 Il 12 PRODUCTS [NOT USED] EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Onen 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use ofpublished traffic control "Typicals" if applicable to specific project/site. 1.4 F. I) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH STANDARD CONSTRUCFION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. 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 Fonns and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I . 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 l acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms I. 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 I. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 015713-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. I to Tess than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NO1 form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 h) The Drawings c) TXRI50000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: I) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Weslside V Transmission Main City Project No. 103428-2 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USEDI 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SPPE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PART 3 - PRODUCTS [NOT USED[ EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 PARTI- GENERAL 1.1 SUMMARY SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE 015813-I TEMPORARY PROJECT SIGNAGE Page 1 of 3 A. Section includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. 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 ADMINISTRAI IVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS }NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Wesiside V Transmission Main City Project No. 103428-2 015813-2 TEMPORARY PROJECT SIONAGE Page 2 of 3 B. Materials 1. Sign a. Constructed of/4-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION (NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE —INSTALLATION [NOT USED] 3.7 FIELD cm] SITE QUALITY CONTROL [NOT USED) 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING )NOT USED] 3.10 CLEANING (NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General I . Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CIiANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 PART1- GENERAL 1.1 SUMMARY SECTION 01 60 00 PRODUCT REQUIREMENTS 01 60 00 PRODUCT REQUIREMENTS Page 1 of2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but arc not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available through the City's website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path; 02 - Construction Documents/Standard Products List B. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. I. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. 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. D. 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. E. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALPPY ASSURANCE [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 01 60 00 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 3/9/2020 D.V. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 9, 2020 South Westside V Transmission Main City Project No. 103428-2 01 66 00 - I PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: I. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. 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 I. 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 MAIN FENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 016600-2 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 stotage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 016600-3 PRODUCT STORAGE AND IIANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USEDJ 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 (oi] 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 arc 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 USEDI 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Weslside V Transmission Main City Project No. 103428-2 01 66 00 - 4 PRODUCT STORAGE AND IIANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 01 70 00 - I MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to thc Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from thc Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 South Wesiside V Transmission Main City Project No. 103428-2 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 3. Mobilizations and Demobilization for Miscellaneous Projects 2 a. Mobilization and Demobilization 3 1) Mobilization shall consist of the activities and cost on a Work Order basis 4 necessary for: 5 a) Transportation of Contractor's personnel, equipment, and operating 6 supplies to the Site for the issued Work Order. 7 b) Establishment of necessary general facilities for the Contractor's 8 operation at the Site for the issued Work Order 9 2) Demobilization shall consist of the activities and cost necessary for: 10 a) Transportation of Contractor's personnel, equipment, and operating 11 supplies from the Site including disassembly for each issued Work 12 Order 13 b) Site Clean-up for each issued Work Order 14 c) Removal of all buildings or other facilities assembled at the Site for 15 each Work Oder 16 b. Mobilization and Demobilization do not include activities for specific items of 17 work for which payment is provided elsewhere in the contract. 18 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 19 a. A Mobilization for Miscellaneous Projects when directed by the City and the 20 mobilization occurs within 24 hours of the issuance of the Work Order. 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. None. 23 C. Related Specification Sections include, but arc not necessarily limited to: 24 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1 — General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment [Consult City Department/Division for direction on if 28 Mobilization pay item to be included or the item should be subsidiary. Include the 29 appropriate Section 1.2 A. l.] 30 1. Mobilization and Demobilization 31 a. Measure 32 1) This Item is considered subsidiary to the various Items bid. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 are subsidiary to the various Items bid and no other compensation will be 36 allowed. 37 2. Remobilization for suspension of Work as specifically required in the Contract 38 Documents 39 a. Measurement 40 1) Measurement for this Item shall be per each remobilization performed. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 and measured as provided under "Measurement" will be paid for at the unit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 South Westside V Transmission Main City Project No. 103428-2 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 1 price per each "Specified Remobilization" in accordance with Contract 2 Documents. 3 c. The price shall include: 4 1) Demobilization as described in Section 1.1.A.2.a.1) 5 2) Remobilization as described in Section I.I .A.2.a.2) 6 d. No payments will be made for standby, idle time, or lost profits associated this 7 Item. 8 3. Remobilization for suspension of Work as required by City 9 a. Measurement and Payment 10 1) This shall be submitted as a Contract Claim in accordance with Article 10 11 of Section 00 72 00. 12 2) No payments will be made for standby, idle time, or lost profits associated 13 with this Item. 14 4. Mobilizations and Demobilizations for Miscellaneous Projects 15 a. Measurement 16 1) Measurement for this Item shall be for each Mobilization and 17 Demobilization required by the Contract Documents 18 b. Payment 19 I) The Work performed and materials furnished in accordance with this Item 20 and measured as provided under "Measurement" will be paid for at the unit 21 price per each "Work Order Mobilization" in accordance with Contract 22 Documents. Demobilization shall be considered subsidiary to mobilization 23 and shall not be paid for separately. 24 c. The price shall include: 25 1) Mobilization as described in Section 1.1.A.3.a.1) 26 2) Demobilization as described in Section I.1.A.3.a.2) 27 d. No payments will be made for standby, idle time, or lost profits associated this 28 Item. 29 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 30 a. Measurement 31 1) Measurement for this Item shall be for each Mobilization and 32 Demobilization required by the Contract Documents 33 b. Payment 34 1) The Work performed and materials furnished in accordance with this Item 35 and measured as provided under "Measurement" will be paid for at the unit 36 price per each "Work Order Emergency Mobilization" in accordance with 37 Contract Documents. Demobilization shall be considered subsidiary to 38 mobilization and shall not be paid for separately. 39 c. The price shall include 40 1) Mobilization as described in Section 1.1.A.4.a) 41 2) Demobilization as described in Section 1.1.A.3.a.2) 42 d. No payments will be made for standby, idle time, or lost profits associated this 43 Item. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 South Westside V Transmission Main City Project No. 103428-2 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.3 REFERENCES [NOT USED] 2 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 3 1.5 SUBMITTALS [NOT USED] 4 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED) 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE I U22/16 Michael Owen 1.2 Price and Payment Procedures - Revised specification, including blue text, to make specification flexible for either subsidiary or paid bid item for Mobilization. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22, 2016 South Westside V Transmission Main City Project No. 103428-2 PART1- GENERAL 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY 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: . 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) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking", 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lutnp sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) Measurement for this [tem shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 South Westside V Transmission Main City Project No. 103428-2 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as -built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw websitc) — 01 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw wcbsite). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. The Contractor's selection of a surveyor must comply with Texas Government Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February IS, 2018 South Westside V Transmission Main City Project No. 103428-2 01 71 23 -1 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2. Submit "Cut -Sheets" conforming to the standard template provided by the City (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As -built Redline Drawing Submittal 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 2. Contractor shall submit the proposed as -built and completed redline drawing submittal one (I) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as -built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. 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. If City surveyors are required to re -stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re -stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shalt perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 South Westside V Transmission Main City Project No. 103428-2 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 2) Use of Benchmarks to furnish and maintain all reference lines and grades for tunneling. 3) Use of line and grades to establish the location of the pipe. 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: I) Water Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 South Westside V Transmission Main City Project No. 103428-2 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: I) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) 0 Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater — Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD (SITE! CONDITIONS [NOT USED) 1.12 WARRANTY PART 2- PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (shp) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 South Westside V Transmission Main City Project No. 103428-2 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned ateas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vettical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recotnmends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre -established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14, 2018 South Westside V Transmission Main City Project No. 103428-2 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 3.2 EXAMINATION ]NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. If the Contractor's work damages or destroys one or more of the control monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. I. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a, Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD loR] 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. This includes casements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 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 CITY OF FORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2018 South Westside V Transmission Main City Project No. 103428-2 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2254. revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2018 South Westside V Transmission Main City Project No. 103428-2 SECTION 01 74 23 CLEANING PARTI- GENERAL 1.1 SUMMARY 017423-I 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 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 0 South Westside V Transmission Main City Project No. 103428-2 01 74 23 - 2 CLEANING Page 2 of4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED (on] 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 Ion] 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 NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 017423-3 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. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight -exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 017423-4 CLEANING Page 4 of 4 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] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 017719-1 CLOSEOUT REQUIREMENTS Page 1 of3 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 01 77 19 CLOSEOUT REQUIREMENTS 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 I. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 I. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 I. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 I. No application for final payment w ill be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. 27 28 1.6 INFORMATIONAL SUBMI'1'I'ALS [NOT USED] 29 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 PART 2 - PRODUCTS [NOT USED[ 32 CITY OF FORE WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main Clty Project No. 103428-2 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 PART 3 - t* ECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 CLOSEOUT PROCEDURE 6 A. Prior to requesting Final Inspection, submit: 7 1. Project Record Documents in accordance with Section 01 78 39 8 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 9 B. Prior to requesting Final Inspection, pet form final cleaning in accordance with Section 10 01 74 23. 11 C. Final Inspection 12 I. After final cleaning, provide notice to the City Project Representative that the Work 13 is completed. 14 a. The City will make an initial Final Inspection with the Contractor present. 15 b. Upon completion of this inspection, the City will notify the Contractor, in 16 writing within 10 business days, of any particulars in which this inspection 17 reveals that the Work is defective or incomplete. 18 2. Upon receiving written notice from the City, immediately undertake the Work 19 required to remedy deficiencies and complete the Work to the satisfaction of the 20 City. 21 3. The Right-of-way shall be cleared of all construction materials, barricades, and 22 temporary signage. 23 4. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City that the required Work has been completed. Upon receipt of 25 this notice, the City, in the presence of the Contractor, will make a subsequent Final 26 Inspection of the project. 27 5. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 1. Once the City Project Representative finds the Work subsequent to Final Inspection 40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 41 E. Supporting Documentation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3of3 1 1. Coordinate with the City Project Representative to complete the follow ing 2 additional forms: 3 a. Final Payment Request 4 b. Statement of Contract Time 5 c. Affidavit of Payment and Release of Liens 6 d. Consent of Surety to Final Payment 7 e. Pipe Report (if required) 8 f. Contractor's Evaluation of City 9 g. Performance Evaluation of Contractor 10 F. Letter of Final Acceptance 11 1. Upon review and acceptance of Notice of Project Completion and Supporting 12 Documentation, in accordance with General Conditions, City will issue Letter of 13 Final Acceptance and release the Final Payment Request for payment. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD load SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 26 Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M O11m1 3.4 C. Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page I of5 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1- GENERAL 1.1 SUMMARY A. Section Includes: I. 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: I. 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 I. 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 I. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 % inches x I I inches b. Paper I) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 78 23 - 2 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 I) 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 I. 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: I) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 78 23 - 3 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 I) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts I) 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 I) 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 I) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule I) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 r. 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 I) 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 panclboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures I) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures I) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 017823-5 OPERATION AND MAINTENANCE DATA Page S of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE 8/31/2012 D. Johnson I.5.A.1— title ofsection removed CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PARTI- GENERAL 1.1 SUMMARY 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of4 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 I. None. C. Related Specification Sections include, but are not necessarily limited to: I. 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 I . 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 7011 South Westside V Transmission Main City Project No. 103428-2 OI 7839-2 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 I. 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 Ion] 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 I complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED[ 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 017839-3 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, in accordance with the intervals set forth in Section Ol 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. CITY OF FORT WORTI1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. CaI1 attention to each entry by drawing a "cloud" around the area or areas affected. 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 foR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS ]NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 024113-1 SELECTIVE SITE DEMOLITION Page I of5 SECTION 02 4113 2 SELECTIVE SITE DEMOLITION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing sidewalks and steps 7 2. Removing ADA ramps, landings, and detectable warning surfaces 8 3. Removing driveways 9 4. Removing fences 10 5. Removing guardrail 11 6. Removing retaining walls (less than 4 feet tall) 12 7. Removing mailboxes 13 8. Removing rip rap 14 9. Removing miscellaneous concrete structures including porches and foundations 15 10. Disposal of removed materials 16 B. Deviations this from City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division I — General Requirements 22 3. Section 31 23 23 — Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 I. Measurement 26 a. Remove Sidewalk: Measure by square foot. 27 b. Remove Steps: measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp: measure by each. 29 d. Remove Detectable Warning Surface: measure by each 30 e. Remove Driveway: measure by the square foot by type. 31 f. Remove Fence: measure by the linear foot. 32 g. Remove Guardrail: measure by the linear foot along the face of the rail in place 33 including metal beam guard fence transitions and single guard rail terminal 34 sections from the center of end posts. 35 h. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot 36 i. Remove Mailbox, Remove and Replace Mailbox, and Relocate Mailbox: 37 measure by each. 38 1. Remove Rip Rap: measure by the square foot. 39 k. Remove Miscellaneous Concrete Structure: measure by the lump sum. 40 2. Payment CITY OF FORT \NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 024113-2 SP.LTie 'I'IVE SITE DEMOLITION Page 2 of5 a. Remove Sidewalk: full compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. For utility projects, this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 8 tools, equipment, labor and incidentals needed to execute work. For utility 9 projects, this Item shall be considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 12 hauling, disposal, tools, equipment, labor and incidentals needed to execute 13 work. Work includes ramp landing removal. For utility projects, this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 allowed. 16 d. Remove Detectable Warning Surface: full compensation for removal, hauling, 17 disposal, tools, equipment, labor and incidentals needed to execute work, Work 18 includes detectable warning surface removal from ramp. 19 c. Remove Driveway: full compensation for saw cutting, removal, hauling, 20 disposal, tools, equipment, labor and incidentals needed to remove improved 21 driveway by type. For utility projects, this Item shall be considered subsidiary 22 to the trench and no other compensation will be allowed. 23 f. Remove Fence: full compensation for removal, hauling, disposal, tools, 24 equipment, labor and incidentals needed to remove fence. For utility projects, 25 this Item shall be considered subsidiary to the trench and no other 26 compensation will be allowed. 27 g. Remove Guardrail: full compensation for removing materials, loading, hauling, 28 unloading, and storing or disposal; furnishing backfill material; backfilling the 29 postholes; and equipment, labor, tools, and incidentals. For utility projects, this 30 Item shall be considered subsidiary to the trench and no other compensation 31 will be allowed. 32 h. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 33 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 34 needed to execute work Sidewalk adjacent to or attached to retaining wall 35 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 36 removal. For utility projects, this Item shall be considered subsidiary to the 37 trench and no other compensation will be allowed. 38 i. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 39 equipment, labor and incidentals needed to execute work. For utility projects, 40 this Item shall be considered subsidiary to the trench and no other 41 compensation will be allowed. 42 j. Remove and Replace Mailbox and Relocate Mailbox: full compensation for 43 removal, hauling, disposal or relocation, and installation or construction of 44 replacement, tools, equipment, labor and incidentals needed to execute work for 45 different types: traditional pipe and mailbox or brick mailbox, at equal or better 46 condition on completion 47 k. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 48 disposal, tools, equipment, labor and incidentals needed to execute work. For 49 utility projects, this Item shall be considered subsidiary to the trench and no 50 other compensation will be allowed. CITY OF FORT WORTH STANDARD CONSI'RUCr ION SPECIFICATION DOCUMENTS Revised March I I, 2022 South Westside V Transmission Main City Project No. 103428-2 024113-3 SELECT IVE SITE DEMOLITION Page 3 of 5 1. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 2 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 3 execute work. For utility projects, this Item shall be considered subsidiary to 4 the trench and no other compensation will be allowed. 5 1.3 REFERENCES 6 A. Definitions 7 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 8 pavers. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 20 2.2 MATERIALS 21 A. Fill Material: See Section 31 23 23. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION [NOT USED] 27 3.3 PREPARATION [NOT USED] 28 3.4 REMOVAL 29 A. Remove Sidewalk 30 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 31 2. Sawcut when removing to nearest joint is not practical. See 3.4.K 32 B. Remove Steps 33 1. Remove step to nearest existing dummy, expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3.4.K 35 C. Remove ADA Ramp CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 02 41 13 -4 SELECTIVE SITE DEMOLITION Page of 1 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 2 See 3.4.K 3 2. Remove ramp to nearest existing dummy, expansion or construction joint on 4 existing sidewalk. 5 D. Remove Detectable Warning Surface 6 I. Remove old detectable warning surface from ramp, including either pavers or 7 prefabricated panels 8 2. Clean any glue or residue from the surface 9 E. Remove Driveway 10 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See II 3.4.K. 12 2. Remove drive to nearest existing dummy, expansion or construction joint. 13 3. Sawcut when removing to nearest joint is not practical. See 3.4.K 14 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 15 joint on existing sidewalk. 16 Remove Fence 17 1. Remove all fence components above and below ground and backfill with acceptable 18 fill material. 19 2. Use caution in removing and salvaging fence materials. 20 3. Salvaged materials may be used to reconstruct fence as approved by City or as 21 shown on Drawings. 22 4. Contractor responsible for keeping animals (livestock, pets, etc.)within the fenced 23 areas during construction operation and while removing fences. 24 G. Remove Guardrail 25 1. Remove rail elements in original lengths. 26 2. Remove fittings from the posts and the metal rail and then pull the posts. 27 3. Do not mar or damage salvageable materials during removal. 28 4. Completely remove posts and any concrete surrounding the posts. 29 5. Furnish backfill material and backfill the hole with material equal in composition 30 and density to the surrounding soil unless otherwise directed. 31 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least I - 32 foot below the new subgrade elevation and leave in place along with the dead man. 33 H. Remove Retaining Wall (less than 4 feet tall) 34 I . Remove wall to nearest existing joint. 35 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 36 3. Removal includes all components of the retaining wall including footings. 37 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 38 I. Remove Mailbox 39 1. Salvage existing materials for reuse. Mailbox materials may need to be used for 40 reconstruction. 41 J. Remove Rip Rap CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103928-2 1 2 024113-5 SELECTIVE SIT E DEMOLITION I. Remove rip rap to nearest existing dummy, expansion or construction joint. 2. Sawcut when removing to nearest joint is not practical. See 3.4.K Page 5 of 5 3 K Remove Miscellaneous Concrete Structure 4 I. Remove portions of miscellaneous concrete structures including foundations and 5 slabs that do not interfere with proposed construction to 2 feet below the finished 6 ground line. 7 2. Cut reinforcement close to the portion of the concrete to remain in place. 8 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 9 water. 10 L. Sawcut It 1. Sawing Equipment 12 a. Power -driven 13 b. Manufactured for the purpose of sawing pavement 14 c. In good operating condition 15 d. Shall not spall or fracture the pavement to the removal area 16 2. Sawcut perpendicular to the surface completely through existing pavement. 17 3.5 REPAIR [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 SITE QUALITY CONTROL [NO1 USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUS'IING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson I.2.A.2. Modified Payment - Items will be subsidiary to trench on utility projects 3/I 1/2022 M Oaen/S llobbs Added measurement and payment for Remove and Replace Mailbox and Relocate Mailbox and Remove Detectable Warning Surface CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 03 30 00 CAST -IN -PLACE CONCRETE 033000-I CAST-N-PLACE CONCRETE Page I of 25 5 A. Section Includes: 6 1. Cast -in place concrete, including formwork, reinforcement, concrete materials, 7 mixture design, placement procedures and finishes, for the following: 8 a. Piers 9 b. Footings 10 c. Slabs -on -grade 11 d. Foundation walls 12 e. Retaining walls (non TxDOT) 13 f. Suspended slabs 14 g. Blocking 15 h. Cast -in -place manholes 16 L Concrete vaults for meters and valves 17 I. Concrete encasement of utility lines 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 —General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Cast -in -Place Concrete 25 1. Measurement 26 a. This Item is considered subsidiary to the structure or Items being placed. 27 2. Payment 28 a. The work performed and the materials furnished in accordance with this Item 29 are subsidiary to the structure or Items being placed and no other compensation 30 will be allowed. 31 1.3 REFERENCES 32 A. Definitions 33 1. Cementitious Materials 34 a. Portland cement alone or in combination with 1 or more of the following: 35 1) Blended hydraulic cement 36 2) Fly ash 37 3) Other pozzolans 38 4) Ground granulated blast -furnace slag CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March I I, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -2 CAST -IN -PLACE CONCRETE Page 2 of 25 5) Silica fume 2 b.. Subject to compliance with the requirements of this specification 3 B. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. American Association of State Highway and Transportation (AASHTO): 8 a. M182, Burlap Cloth Made from Jute or Kenaf. 9 3. American Concrete Institute (ACI): 10 a. ACI 117 Specification for Tolerances for Concrete Construction and Materials 11 b. ACI 301 Specifications for Structural Concrete 12 c. ACI 305.1 Specification for Hot Weather Concreting 13 d. ACI 306.1 Standard Specification for Cold Weather Concreting 14 e. ACI 308.1 Standard Specification for Curing Concrete 15 f. ACI 318 Building Code Requirements for Structural Concrete 16 g. ACI 347 Guide to Formwork for Concrete 17 4. American Institute of Steel Construction (AISC): 18 a. 303, Code of Standard Practice for Steel Buildings and Bridges. 19 5. ASTM International(ASTM): 20 a. A36, Standard Specification for Carbon Structural Steel. 21 b. A153, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel 22 Hardware. 23 c. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting 24 Materials for High -Temperature Service and Other Special Purpose 25 Applications. 26 d. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for 27 Concrete Reinforcement. 28 e. A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for 29 Concrete Reinforcement. 30 f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 31 Field. 32 g. C33, Standard Specification for Concrete Aggregates. 33 h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 34 Specimens. 35 i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed 36 Beams of Concrete. 37 j. C94, Standard Specification for Ready -Mixed Concrete. 38 k. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 39 Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 40 1. C143, Standard Test Method for Skunp of Hydraulic -Cement Concrete. 41 in. CI71, Standard Specification for Sheet Materials for Curing Concrete. 42 n. CI50, Standard Specification for Portland Cement. 43 o. CI72, Standard Practice for Sampling Freshly Mixed Concrete. 44 p. C219, Standard Terminology Relating to Hydraulic Cement. 45 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 46 Pressure Method. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 - 3 CAST -IN -PLACE CONCRETE Page 3 of 25 1 r. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 2 s. C309, Standard Specification for Liquid Membrane -Forming Compounds for 3 Curing Concrete. 4 t. C494, Standard Specification for Chemical Admixtures for Concrete. 5 u. C595, Standard Specification for Blended Hydraulic Cements 6 v. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 7 Pozzolan for Use in Concrete. 8 w. C881, Standard Specification for Epoxy -Resin -Base Bonding Systems for 9 Concrete. 10 x. C989, Standard Specification for Ground Granulated Blast -Furnace Slag for 11 Use in Concrete and Mortars. 12 y. C 1017, Standard Specification for Chemical Admixtures for Use in Producing 13 Flowing Concrete. 14 z. CI059, Standard Specification for Latex Agents for Bonding Fresh to Hardened 15 Concrete. 16 aa. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 17 Cement Concrete. 18 bb. C 1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 19 cc. El 155, Standard Test Method for Determining Fr Floor Flatness and FL Floor 20 Levelness Numbers. 21 dd. F436, Standard Specification for Hardened Steel Washers. 22 6. American Welding Society (AWS). 23 a. DI.1, Structural Welding Code - Steel. 24 b. Dl .4, Structural Welding Code - Reinforcing Steel. 25 7. Concrete Reinforcing Steel Institute (CRSI) 26 a. Manual of Standard Practice 27 8. Texas Department of Transportation 28 a. Standard Specification for Construction and Maintenance of Highways, Streets 29 and Bridges 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Work Included 32 1. Design, fabrication, erection and stripping of formwork for cast -in -place concrete 33 including shoring, rcshoring, falsework, bracing, proprietary forming systems, 34 prefabricated forms, void forms, permanent metal forms, bulkheads, keys, 35 blockouts, sleeves, pockets and accessories. 36 a. Erection shall include installation in formwork of items furnished by other 37 trades. 38 2. Furnish all labor and materials required to fabricate, deliver and install 39 reinforcement and embedded metal assemblies for cast -in -place concrete, including 40 steel bars, welded steel wire fabric, ties, supports and sleeves. 41 3. Furnish all labor and materials required to perform the following: 42 a. Cast -in -place concrete 43 b. Concrete mix designs 44 c. Grouting CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 1 I, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -4 CAST-IN-PLAC E CONCRETE Page 4 0125 I 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 01 33 00. 3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 4 specials. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Required for each type of product indicated 8 B. Design Mixtures 9 1. For each concrete mixture submit proposed mix designs in accordance with ACI 10 318, chapter 5. 11 2. Submit each proposed mix design with a record of past performance. 12 3. Submit alternate design mixtures when characteristics of materials, Project condi- 13 tions, weather, test results or other circumstances walTant adjustments. 14 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 15 a. Include this quantity on delivery ticket. 16 C. Steel Reinforcement Submittals for Information 17 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- 18 ical analysis. 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI 21 1.9 QUALITY ASSURANCE 22 A. Manufacturer Qualifications 23 I. A firm experienced in manufacturing ready -mixed concrete products and that com- 24 plies with ASTM C94 requirements for production facilities and equipment 25 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 26 Concrete Production Facilities" 27 B. Source Limitations 28 1. Obtain each type or class of cementitious material of the same brand from the same 29 manufacturer's plant, obtain aggregate from t source and obtain admixtures through 30 1 source from a single manufacturer. 31 C. ACI Publications 32 1. Comply with the following unless modified by requirements in the Contract Docu- 33 ments: 34 a. ACI 301 Sections 1 through 5 35 b. ACI 117 36 D. Concrete Testing Service 37 1. Engage a qualified independent testing agency to perform material evaluation tests. CfIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March I I, 2022 South Westside V Transmission Main City Project No. 103428-2 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 3 4 5 03 30 00 - 5 CAST -IN -PLACE CONCRETE Page 5 of 25 A. Steel Reinforcement 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 2. Avoid damaging coatings on steel reinforcement. B. Waterstops 6 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other 7 contaminants. 8 1.11 FIELD CONDITIONS [NOT USED 9 1.12 WARRANTY [NOT USEDI 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 12 2.2 PRODUCT TYPES AND MATERIALS 13 A. Manufacturers 14 1. In other Part 2 articles where titles below introduce lists, the following requirements 15 apply to product selection: 16 a. Available Products: Subject to compliance with requirements, products that 17 may be incorporated into the Work include, but are not limited to, products 18 specified. 19 b. Available Manufacturers: Subject to compliance with requirements, 20 manufacturers offering products that may be incorporated into the Work 21 include, but are not limited to, manufacturers specified. 22 B. Form -Facing Materials 23 1. Rough -Formed Finished Concrete 24 a. Plywood, lumber, metal or another approved material 25 b. Provide lumber dressed on at least 2 edges and 1 side for tight fit. 26 2. Chamfer Strips 27 a. Wood, metal, PVC or rubber strips 28 b. 3/-inch x 3/a-inch, minimum 29 3. Rustication Strips 30 a. Wood, metal, PVC or rubber strips 31 b. Kerfed for ease of form removal 32 4. Form -Release Agent 33 a. Commercially formulated form -release agent that will not bond with, stain or 34 adversely affect concrete surfaces 35 b. Shall not impair subsequent treatments of concrete surfaces 36 c. For steel form -facing materials, formulate with rust inhibitor. 37 5. Form Ties CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 - 6 CAST -IN -PLACE CONCRETE Page 6 of 25 a. Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced 2 plastic form ties designed to resist lateral pressure of fresh concrete on forms 3 and to prevent spalling of concrete on removal. 4 b. Furnish units that will leave no corrodible metal closer than I inch to the plane 5 of exposed concrete surface. 6 c. Furnish ties that, when removed, will leave holes no larger than 1 inch in 7 diameter in concrete surface. 8 d. Furnish ties with integral water -barrier plates to walls indicated to receive 9 dampproofing or waterproofing. 10 C. Steel Reinforcement 11 I. Reinforcing Bars 12 a. ASTM A615, Grade 60, deformed 13 D. Reinforcement Accessories 14 I. Smooth Dowel Bars 15 a. ASTM A615, Grade60, steel bars (smooth) 16 b. Cut bars true to length with ends square and free of burrs. 17 2. Bar Supports 18 a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening 19 reinforcing bars and welded wire reinforcement in place 20 b. Manufacture bar supports from steel wire, plastic or precast concrete according 21 to CRSI's "Manual of Standard Practice," of greater compressive strength than 22 concrete and as follows: 23 1) For concrete surfaces exposed to view where legs of wire bar supports 24 contact forms, use CRSI Class I plastic -protected steel wire or CRSI 25 Class 2 stainless -steel bar supports. 26 2) For slabs -on -grade, provide sand plates, horizontal runners or precast 27 concrete blocks on bottom where base material will not support chair legs 28 or where vapor barrier has been specified. 29 E. Embedded Metal Assemblies 30 I. Steel Shapes and Plates: ASTM A36 31 2. Headed Studs: Heads welded by full -fusion process, as furnished by TRW Nelson 32 Stud Welding Division or approved equal 33 F. Expansion Anchors 34 1. Available Products 35 a. Wej-it Bolt, Wei -it Corporation, Tulsa, Oklahoma 36 b. Kwik Bolt II, Hdti Fastening Systems, Tulsa, Oklahoma 37 c. Trubolt, Ramset Fastening Systems, Paris, Kentucky 38 G. Adhesive Anchors and Dowels 39 I. Adhesive anchors shall consist of threaded rods anchored with an adhesive system 40 into hardened concrete or grout -filled masonry. 41 a. The adhesive system shall use a 2-component adhesive mix and shall be 42 injected with a static mixing nozzle following manufacturer's instructions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -7 CAST -IN -PLACE CONCRETE Page 7 of 25 1 b. The embedment depth of the rod shall provide a minimum allowable bond 2 strength that is equal to the allowable yield capacity of the rod, unless otherwise 3 specified. 4 2. Available Products 5 a. Hilti HIT HY 150 Max 6 b. Simpson Acrylic -Tie 7 c. Powers Fasteners AC 100+ Gold 8 3. Threaded Rods: ASTM AI93 9 a. Nuts: ASTM A563 hex carbon steel 10 b. Washers: ASTM F436 hardened carbon steel 11 c. Finish: Hot -dip zinc coating, ASTM AI53, Class C 12 H. Inserts 13 I. Provide metal inserts required for anchorage of materials or equipment to concrete 14 construction where not supplied by other trades: 15 a. In vertical concrete surfaces for transfer of direct shear loads only, provide 16 adjustable wedge inserts of malleable cast iron complete with bolts, nuts and 17 washers. 18 1) Provide '/a -inch bolt size, unless otherwise indicated. 19 b. In horizontal concrete surfaces and whenever inserts are subject to tension 20 forces, provide threaded inserts of malleable cast iron furnished with full depth 21 bolts. 22 1) Provide'/4-inch bolt size, unless otherwise indicated. 23 I. Concrete Materials 24 1. Cementitious Material 25 a. Use the following cementitious materials, of the same type, brand, and source, 26 throughout Project: 27 1) Portland Cement, Portland -Limestone Cement 28 a) ASTM C150, Type I/II, gray 29 b) ASTM C595, Type IL cement 30 c) Supplement with the following: 31 (1) Fly Ash 32 (a) ASTM C618, Class C or F 33 (2) Ground Granulated Blast -Furnace Slag 34 (a) ASTM C989, Grade 100 or 120. 35 2) Silica Fume 36 a) ASTM CI240, amorphous silica 37 3) Normal -Weight Aggregates 38 a) ASTM C33, Class 3S coarse aggregate or better, graded 39 b) Provide aggregates from a single source. 40 4) Maximum Coarse -Aggregate Size 41 a) 3/4-inch nominal 42 5) Fine Aggregate 43 a) Free of materials with deleterious reactivity to alkali in cement 44 6) Water 45 a) ASTM C94 and potable 46 J. Admixtures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -8 CASIN-PLACECONCRETE Page 8 of 25 1 1. Air -Entraining Admixture 2 a. ASTM C260 3 2. Chemical Admixtures 4 a. Provide admixtures certified by manufacturer to be compatible with other ad- 5 mixtures and that will not contribute water-soluble chloride ions exceeding 6 those permitted in hardened concrete. 7 b. Do not use calcium chloride or admixtures containing calcium chloride. 8 c. Water -Reducing Admixture 9 I) ASTM C494, Type A 10 d. Retarding Admixture 11 I) ASTM C494, Type B 12 e. Water -Reducing and Retarding Admixture 13 1) ASTM C494, Type D 14 f. High -Range, Water -Reducing Admixture 15 I) ASTM C494, Type F 16 g. High -Range, Water -Reducing and Retarding Admixture 17 I) ASTM C494, Type G 18 h. Plasticizing and Retarding Admixture 19 1) ASTM C1017, Type II 20 K. Waterstops 21 1. Self -Expanding Butyl Strip Waterstops 22 a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium 23 bentonite or other hydrophilic polymers, for adhesive bonding to concrete, 3/4- 24 inch x I -inch. 25 b. Available Products 26 I) Colloid Environmental Technologies Company; Volclay Waterstop-RX 27 2) Concrete Sealants Inc.; Conseal CS-23I 28 3) Greenstreak; Swellstop 29 4) Henry Company, Sealants Division; Hydro -Flex 30 5) JP Specialties, Inc.; Earthshield Type 20 31 6) Progress Unlimited, Inc.; Superstop 32 7) TCMiraDR1; Mirastop 33 L. Curing Materials 34 I. Absorptive Cover 35 a. AASHTO M182, Class 2, burlap cloth made from Jute or kenaf, weighing 36 approximately 9 ounces/square yard when dry 37 2. Moisture -Retaining Cover 38 a. ASTM C171, polyethylene film or white burlap -polyethylene sheet 39 3. Water 40 a. Potable 41 4. Clear, Waterborne, Membrane -Forming Curing Compound 42 a. ASTM C309, Type 1, Class B, dissipating 43 b. Available Products 44 1) Anti -Hydro International, Inc.; AH Curing Compound 112 DR WB 45 2) Burke by Edoco; Aqua Resin Cure 46 3) ChemMasters; Safe -Cure Clear CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 - 9 CAST -IN -PLACE CONCRETE Page 90(25 1 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior 2 Company; W.B. Resin Cure 3 5) Dayton Superior Corporation; Day Chem Rez Cure (J-11-W) 4 6) Euclid Chemical Company (The); Kurez DR VOX 5 7) Kaufman Products, Inc.; Thinfilm 420 6 8) Lambert Corporation; Aqua Kure -Clear 7 9) I �M Construction Chemicals, Inc.; L&M Cure R 8 10) Meadows, W. R., Inc.; 1100 Clear 9 1 I) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E l0 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 11 13) Tamms Industries, Inc.; Horncure WB 30 12 14) Unitex; Hydro Cure 309 13 15) US Mix Products Company; US Spec Maxcure Resin Clear 14 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 15 M. Related Materials 16 1. Bonding Agent 17 a. ASTM CI059, Type II, non-redispersible, acrylic emulsion or styrene 18 butadiene 19 2. Epoxy Bonding Adhesive 20 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding 21 to damp surfaces, of class suitable for application temperature and of grade to 22 suit requirements, and as follows: 23 1) Types 1 and II, non -load bearing 24 2) IV and V, load bearing, for bonding 25 3) Hardened or freshly mixed concrete to hardened concrete 26 3. Reglets 27 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet 28 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 29 or debris. 30 4 Sleeves and Blockouts 31 a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber 32 tubes or wood 33 5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages 34 a. Sized as required 35 b. Shall be of strength and character to maintain formwork in place while placing 36 concrete 37 N. Repair Materials 38 1. Repair Underlayment 39 a. Cement -based, polymer -modified, self -leveling product that can be applied in 40 thicknesses of 1/8 inch or greater 41 1) Do not feather. 42 b. Cement Binder 43 I) ASTM C150, C595, Portland cement, Portland -Limestone Cement or hy- 44 draulic or blended hydraulic cement as defined in ASTM C2I9 45 c. Primer CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 033000 -10 CAST -IN -PLACE CONCRETE Page IOof25 1 1) Product of underlayment manufacturer recommended for substrate, condi- 2 Lions, and application 3 d. Aggregate 4 I) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as 5 recommended by underlayment manufacturer 6 e. Compressive Strength 7 1) Not less than 4100 psi at 28 days when tested according to 8 ASTM C109/C109M 9 2. Repair Overlayment 10 a. Cement -based, polymer -modified, self -leveling product that can be applied in 11 thicknesses of I/8 inch or greater 12 1) Do not feather. 13 b. Cement Binder 14 I) ASTM C150, C595, Portland cement, Portland -Limestone Cement or hy- 15 draulic or blended hydraulic cement as defined in ASTM C219 16 c. Primer 17 1) Product of topping manufacturer recommended for substrate, conditions, 18 and application 19 d. Aggregate 20 I) Well -graded, washed gravel, l/8 to 1/4 inch or coarse sand as rccommend- 21 ed by topping manufacturer 22 e. Compressive Strength 23 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 24 O. Concrete Mixtures, General 25 1. Prepare design mixtures for each type and strength of concrete, proportioned on the 26 basis of laboratory trial mixture or field test data, or both, according to AC1 301. 27 a. Required average strength above specified strength 28 I) Based on a record of past performance 29 a) Determination of required average strength above specified strength 30 shall be based on the standard deviation record of the results of at least 31 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 32 by the larger amount defined by formulas 5-1 and 5-2. 33 2) Based on laboratory trial mixtures 34 a) Proportions shall be selected on the basis of laboratory trial batches 35 prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an 36 average strength greater than the spec ificd strength Pc by the amount 37 defined in table 5.3.2.2. 38 3) Proportions of ingredients for concrete mixes shall be determined by an in- 39 dependent testing laboratory or qualified concrete supplier. 40 4) For each proposed mixture, at least 3 compressive test cylinders shall be 41 made and tested for strength at the specified age. 42 a) Additional cylinders may be made for testing for information at earlier 43 ages. 44 2. Cementitious Materials 45 a. Limit percentage, by weight, of cementitious materials other than Portland ce- 46 ment or Portland -Limestone cement in concrete as follows, unless specified 47 otherwise: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal March I1, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 - I 1 CAST -IN -PLACE CONCRETE Page I I of 25 1 1) FIy Ash: 25 percent 2 2) Combined Fly Ash and Pozzolan: 25 percent 3 3) Ground Granulated Blast -Furnace Slag: 50 percent 4 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace 5 Slag: 50 percent 6 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- 7 cent 8 6) Silica Fume: 10 percent 9 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 10 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- 11 cent 12 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, 13 and Silica Fume. 50 percent with fly ash or pozzolans not exceeding 25 14 percent and silica fume not exceeding 10 percent 15 3. Limit water-soluble, chloride -ion content in hardened concrete to: 16 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides 17 (typical) 18 b. 0.15 percent by weight if concrete will be exposed to chlorides 19 c. 1.0 percent by weight if concrete will have no exposure to chlorides and will be 20 continually dry and protected. 21 4. Admixtures 22 a. Use admixtures according to manufacturer's written instructions. 23 b. Do not use admixtures which have not been incorporated and tested in accepted 24 mixes. 25 c. Use water -reducing high -range water -reducing or plasticizing admixture in 26 concrete, as required, for placement and workability. 27 d. Use water -reducing and retarding admixture when required by high 28 temperatures, low humidity or other adverse placement conditions. 29 e. Use water -reducing admixture in pumped concrete, concrete for heavy -use 30 industrial slabs and parking structure slabs, concrete required to be watertight, 31 and concrete with a water-cementitious materials ratio below 0.50. 32 f. Use corrosion -inhibiting admixture in concrete mixtures where indicated. 33 P. Concrete Mixtures 34 I . Refer to TxDOT "Standard Specifications for Construction and Maintenance of 35 Highways, Streets, and Bridges" for: 36 a. Culverts 37 b. Headwalls 38 c. Wingwalls 39 2. Proportion normal -weight concrete mixture as follows: 40 a. Minimum Compressive Strength: 3,000 psi at 28 days 41 b. Maximum Water-Cementitious Materials Ratio: 0.50 42 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 43 inches before adding high -range water -reducing admixture or plasticizing 44 admixture, plus or minus 1 inch 45 d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4- 46 inch nominal maximum aggregate size CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 033000 -12 CAST -IN -PLACE CONCRETE Page 12 of 25 Q. Fabricating Reinforcement 2 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 3 R. Fabrication of Embedded Metal Assemblies 4 I. Fabricate metal assemblies in the shop. Holes shall be made by drilling or 5 punching. Holes shall not be made by or enlarged by burning. Welding shall be in 6 accordance with AWS D 1.1. 7 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. 8 All other metal assemblies shall be either hot dip galvanized or painted with an 9 epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound 10 installed in accordance with the manufacturer's instructions. Repair painted I I assemblies after welding with same type of paint. 12 S. Concrete Mixing 13 I . Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to 14 ASTM C94, and furnish batch ticket information. 15 a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing 16 and delivery time from 1-1/2 hours to 75 minutes; when air temperature is 17 above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 18 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete 19 according to ASTM C94/C94M. Mix concrete materials in appropriate drum -type 20 batch machine mixer. 21 a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least I-1/2 22 minutes, but not more than 5 minutes after ingredients are in mixer, before any 23 part of batch is released. 24 b. For mixer capacity larger than I cubic yard, increase mixing time by 15 25 seconds for each additional I cubic yard. 26 c. Provide batch ticket for each batch discharged and used in the Work, indicating 27 Project identification name and number, date, mixture type, mixture time, 28 quantity, and amount of water added. Record approximate location of final 29 deposit in structure. 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION 33 3.1 INSTALLERS [NOT USED] 34 3.2 EXAMINATION [NOT USED] 35 3.3 PREPARATION [NOT USED] 36 3.4 INSTALLATION 37 A. Formwork crrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Much II, 2022 South Westside V Transmission Main City Project No. 103428-2 033000 -13 CAST -IN -PLACE CONCRETE Page 13 of 25 1 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to 2 support vertical, lateral, static, and dynamic loads, and construction loads that might 3 be applied, until structure can support such loads. 4 2. Construct formwork so concrete members and structures are of size, shape, 5 alignment, elevation, and position indicated, within tolerance limits of ACI 117. 6 a. Vertical alignment 7 I) Lines, surfaces and arises Tess than 100 feet in height - 1 inch. 8 2) Outside corner of exposed corner columns and control joints in concrete 9 exposed to view less than 100 feet in height - 1/2 inch. 10 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the 11 height but not more than 6 inches. 12 4) Outside corner of exposed corner columns and control joints in concrete 13 exposed to view greater than 100 feet in height - 1/2000 times the height 14 but not more than 3 inches. 15 b. Lateral alignment 16 I) Members - 1 inch. 17 2) Centerline of openings 12 inches or smaller and edge location of larger 18 openings in slabs - 1/2 inch. 19 3) Sawcuts,joints, and weakened plane embedments in slabs - 3/4 inch. 20 c. Level alignment 21 1) Elevation of slabs-on-grade-3/4inch. 22 2) Elevation of top surfaces of formed slabs before removal of shores - 3/4 23 inch. 24 3) Elevation of formed surfaces before removal of shores 3/4 inch. 25 d. Cross -sectional dimensions: Overall dimensions of beams, joists, and columns 26 and thickness of walls and slabs. 27 1) 12 inch dimension or less - plus 1/2 inch to minus 1/4 inch. 28 2) Greater than 12 inch to 3 foot dimension - plus 1/2 inch to minus 3/8 inch. 29 3) Greater than 3 foot dimension - plus 1 inch to minus 3/4 inch. 30 e. Relative alignment 31 1) Stairs 32 a) Difference in height between adjacent risers - 1/8 inch. 33 b) Difference in width between adjacent treads - 1/4 inch. 34 c) Maximum difference in height between risers in a flight of stairs - 3/8 35 inch. 36 d) Maximum difference in width between treads in a flight of stairs - 3/8 37 inch. 38 2) Grooves 39 a) Specified width 2 inches or less - 1/8 inch. 40 b) Specified width between 2 inches and 12 inches - 1/4 inch. 41 3) Vertical alignment of outside corner of exposed corner columns and control 42 joint grooves in concrete exposed to view - 1/4 inch in 10 feet. 43 4) All other conditions - 3/8 inch in 10 feet. 44 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, 45 as follows: 46 a. Class B, 1/4 inch for smooth -formed finished surfaces. 47 b. Class C, 1/2 inch for rough -formed finished surfaces. CITY OF FORT WORTH STANDARD CONSCRUCr ION SPEC Revised March 1 I, 2022 'CATION DOCUMENTS South Westside V Transmission Main City Project No. 103428-2 033000 -14 CAST -IN -PLACE CONCRETE Page 14 or25 4. Construct forms tight enough to prevent loss of concrete mortar. 2 5. Fabricate forms for easy removal without hammering or prying against concrete 3 surfaces. Provide crush or wrecking plates where stripping may damage cast 4 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 5 horizontal to 1 vertical. 6 a. Install keyways, reglets, recesses, and the like, for easy removal. 7 b. Do not use rust -stained steel form -facing material. 8 6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve 9 required elevations and slopes in finished concrete surfaces. Provide and secure 10 units to support screed strips; use strike -off templates or compacting -type screeds. 11 7. Construct formwork to cambers shown or specified on the Drawings to allow for 12 structural deflection of the hardened concrete. Provide additional elevation or 13 camber in formwork as required for anticipated formwork deflections due to weight 14 and pressures of concrete and construction toads. 15 8. Foundation Elements: Form the sides of all below grade portions of beams, pier 16 caps, walls, and columns straight and to the lines and grades specified. Do no earth 17 form foundation elements unless specifically indicated on the Drawings. 18 9. Provide temporary openings for cleanouts and inspection ports where interior area 19 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 20 securely braced to prevent loss of concrete mortar. Locate temporary openings in 21 forms at inconspicuous locations. 22 10. Chamfer exterior corners and edges of permanently exposed concrete. 23 11. Form openings, chases, offsets, linkages, keyways, reglets, blocking, screeds, and 24 bulkheads required in the Work. Determine sizes and locations from trades 25 providing such items. 26 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 27 sawdust, dirt, and other debris just before placing concrete. 28 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 29 leaks and maintain proper alignment. 30 14. Coat contact surfaces of forms with form -release agent, according to manufacturees 31 written instructions, before placing reinforcement, anchoring devices, and 32 embedded items. 33 a. Do not apply form release agent where concrete surfaces are scheduled to 34 receive subsequent finishes which may be affected by agent. Soak contact 35 surfaces of untreated forms with clean water. Keep surfaces wet prior to 36 placing concrete. 37 B. Embedded Items 38 I . Place and secure anchorage devices and other embedded items required for 39 adjoining work that is attached to or supported by cast -in -place concrete. Use 40 setting drawings, templates, diagrams, instructions, and directions furnished with 41 items to be embedded. 42 a. Install anchor rods, accurately located, to elevations required and complying 43 with tolerances in AISC 303, Section 7.5. 44 1) Spacingwithina bolt group: 1/8 inch 45 2) Location of bolt group (center): /2 inch CITY OF FORT WORTII STANDARD CONS7RUCr ION SPECIFICATION DOCUMENTS Revised March II, 2022 South Westside V Transmission Main City Project No. 103428-2 033000 -15 CAST -IN -PLACE CONCRETE Page 15 of 25 1 3) Rotation of bolt group: 5 degrees 2 4) Angle off vertical: 5 degrees 3 5) Bolt projection: f 3/8 inch 4 b. Install reglets to receive waterproofing and to receive through -wall flashings in 5 outer face of concrete frame at exterior walls, where flashing is shown at lintels, 6 shelf angles, and other conditions. 7 C. Removing and Reusing Forms 8 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design 9 compressive strength. 10 2. General: Formwork for sides of beams, walls, columns, and similar parts of the 11 Work that does not support weight of concrete may be removed after cumulatively 12 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 13 concrete is hard enough to not be damaged by form -removal operations and curing 14 and protection operations are maintained. 15 a. Leave formwork for beam soffits, joists, slabs, and other stmctural elements 16 that supports weight of concrete in place until concrete has achieved at least 70 17 percent of its 28-day design compressive strength. 18 b. Do not remove formwork supporting conventionally reinforced concrete until 19 concrete has attained 70 percent of its specified 28 day compressive strength as 20 established by tests of field cured cylinders. In the absence of cylinder tests, 21 supporting formwork shall remain in place until the concrete has cured at a 22 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 23 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 24 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum 25 listed time period. Formwork for 2-way conventionally reinforced slabs shall 26 remain in place for at least the minimum cumulative time periods specified for 27 I -way slabs of the same maximum span. 28 c. Immediately reshore 2-way conventionally reinforced slabs after formwork 29 removal. Reshores shall remain until the concrete has attained the specified 28 30 day compressive strength. 31 d. Minimum cumulative curing times may be reduced by the use of high -early 32 strength cement or forming systems which allow form removal without 33 disturbing shores, but only after the Contractor has demonstrated to the 34 satisfaction of the Engineer that the early removal of forms will not cause 35 excessive sag, distortion or damage to the concrete elements. 36 e. Completely remove wood forms. Provide temporary openings if required. 37 f. Provide adequate methods of curing and thermal protection of exposed concrete 38 if forms are removed prior to completion of specified curing time. 39 g. Reshore areas required to support construction loads in excess of 20 pounds per 40 square foot to properly distribute construction loading. Construction loads up 41 to the rated live load capacity may be placed on unshored construction provided 42 the concrete has attained the specified 28 day compressive strength. 43 h. Obtaining concrete compressive strength tests for the purposes of form removal 44 is the responsibility of the Contractor. 45 i. Remove forms only if shores have been arranged to permit removal of forms 46 without loosening or disturbing shores. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -16 CAST -IN -PLACE CONCRETE Page 16 of 25 1 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 2 delaminated, or otherwise damaged form -facing material will not be acceptable for 3 exposed surfaces. Apply new form -release agent. 4 4. When forms ate reused, clean surfaces, remove fins and laitance, and tighten to 5 close Joints. Align and secure Joints to avoid offsets. Do not use patched forms for 6 exposed concrete surfaces unless approved by Engineer. 7 D. Shores and Reshores 8 1. The Contractor is solely responsible for proper shoring and reshoring. 9 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring 10 and reshoring. 11 a. Do not remove shoring or reshoring until measurement of slab tolerances is 12 complete. 13 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 14 Locate and provide adequate reshoring to support construction without excessive 15 stress or deflection. 16 E. Steel Reinforcement 17 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 18 reinforcement. 19 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 20 before placing concrete. 21 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign 22 materials that would reduce bond to concrete. 23 3. Accurately position, support, and swum reinforcement against displacement. 24 Locate and support reinforcement with bar supports to maintain minimum concrete 25 cover. Do not tack weld crossing reinforcing bars. 26 a. Weld reinforcing bars according to AWS D1.4, where indicated. Only steel 27 conforming to ASTM A706 may be welded. 28 4. Installation tolerances 29 a. Top and bottom bars in slabs, girders, beams and Joists: 30 1) Members 8 inches deep or less:13/8 inch 31 2) Members more than 8 inches deep:11/2 inch 32 b. Concrete Cover to Formed or Finished Surfaces: +3/8 inches for members 8 33 inches deep or less; +1/2 inches for members over 8 inches deep, except that 34 tolerance for cover shall not exceed 1/3 of the specified cover. 35 5. Concrete Cover 36 a. Reinforcing in structural elements deposited against the ground: 3 inches 37 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 38 c. Grade beams and exterior face of formed walls and columns exposed to 39 weather or in contact with the ground: 2 inches 40 d. Interior faces of walls: 1 inches 41 e. Slabs: 3/4 inches 42 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 43 with ACI 318 for minimum lap of spliced bars where not specified on the 44 documents. Do not lap splice no. 14 and 18 bars. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -17 CAST -IN -PLACE CONCRETE Page 17 of 25 1 7. Field Welding of Embedded Metal Assemblies 2 a. Remove all paint and galvanizing in areas to receive field welds. 3 b. Field Prepare all areas where paint or galvanizing has been removed with the 4 specified paint or cold galvanizing compound, respectively. 5 F. Joints 6 I. General: Construct joints true to line with faces perpendicular to surface plane of 7 concrete. 8 2. Construction Joints: Install so strength and appearance of concrete are not 9 impaired, at locations indicated or as approved by Engineer. 10 a. Place joints perpendicular to main reinforcement. Continue reinforcement 11 across constmction joints, unless otherwise indicated. Do not continue 12 reinforcement through sides of strip placements of floors and slabs. 13 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. 14 c. Locate jousts for beams, slabs, joists, and girders in the middle third of spans. 15 Offset joints in girders a minimum distance of twice the beam width from a 16 beam -girder intersection. 17 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 18 beams, and girders and at the top of footings or floor slabs. 19 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 20 with walls, near corners, and in concealed locations where possible. 21 f. Use a bonding agent at locations where fresh concrete is placed against 22 hardened or partially hardened concrete surfaces. 23 3. Doweled Joints: Install dowel bars and support assemblies at joints where 24 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete 25 bonding to 1 side ofjoint. 26 G. Waterstops 27 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 28 form a continuous diaphragm. Install in longest lengths practicable. Support and 29 protect exposed waterstops during progress of the Work. Field fabricate joints in 30 waterstops according to manufacturer's written instructions. 31 2. Self -Expanding Strip Waters tops: Install in construction joints and at other 32 locations indicated, according to manufacturer's written instructions, adhesive 33 bonding, mechanically fastening, and firmly pressing into place. install in longest 34 lengths practicable. 35 H. Adhesive Anchors 36 1. Comply with the manufacturer's installation instructions on the hole diameter and 37 depth required to fully develop the tensile strength of the adhesive anchor or 38 reinforcing bar. 39 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all 40 loose material from the hole, prior to installing adhesive material. 41 I. Concrete Placement 42 1. Before placing concrete, verify that installation of formwork, reinforcement, and 43 embedded items is complete and that required inspections have been performed. CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 3000 -18 CAST -IN -PLACE CONCRETE Page 18 of 25 1 2. Do not add water to concrete during delivery, at Project site, or during placement 2 unless approved by Engineer. 3 3. Before test sampling and placing concrete, water may be added at Project site, 4 subject to limitations of ACI 301. 5 a. Do not add water to concrete after adding high -range water -reducing 6 admixtures to mixture. 7 b. Do not exceed the maximum specified water/cement ratio for the mix. 8 4. Deposit concrete continuously in 1 layer or in horizontal layers of such thickness 9 that no new concrete will be placed on concrete that has hardened enough to cause 10 seams or planes of weakness. If a section cannot be placed continuously, provide 11 construction Joints as indicated. Deposit concrete to avoid segregation. 12 a. Deposit concrete in horizontal layers of depth to not exceed formwork design 13 pressures, 15 feet maximum and in a manner to avoid inclined construction 14 joints. 15 b. Consolidate placed concrete with mechanical vibrating equipment according to 16 ACI 301. 17 c. Do not use vibrators to transport concrete inside forms. Insert and withdraw 18 vibrators vertically at uniformly spaced locations to rapidly penetrate placed 19 layer and at least 6 inches into preceding layer. Do not insert vibrators into 20 lower layers of concrete that have begun to lose plasticity. At each insertion, 21 limit duration of vibration to time necessary to consolidate concrete and 22 complete embedment of reinforcement and other embedded items without 23 causing mixture constituents to segregate. 24 d. Do not permit concrete to drop freely any distance greater than 10 feet for 25 concrete containing a high range water reducing admixture (superplasticizer) or 26 5 feet for other concrete. Provide chute or tremie to place concrete where longer 27 drops are necessary. Do not place concrete into excavations with standing 28 water. If place of deposit cannot be pumped dry, pour concrete through a tremie 29 with its outlet near the bottom of the place of deposit. 30 c. Discard pump priming grout and do not use in the structure. 31 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 32 within limits of construction joints, until placement of a panel or section is 33 complete. 34 a. Consolidate concrete during placement operations so concrete is thoroughly 35 worked around reinforcement and other embedded items and into corners. 36 b. Maintain reinforcement in position on chairs during concrete placement. 37 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 38 d. Slope surfaces uniformly to drains where required. 39 e. Begin initial floating using bull floats or darbies to form a uniform and open- 40 textured surface plane, before excess bleedwater appears on the surface. Do not 41 further disturb slab surfaces before starting finishing operations. 42 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect 43 concrete work from physical damage or reduced strength that could be caused by 44 frost, freezing actions, or low temperatures. 45 a. When average high and low temperature is expected to fall below 40 46 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 47 temperature within the temperature range required by ACI 301. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March I1, 2022 South Westside V Transmission Main City Project No. 103428-2 033000 -19 CAST -IN -PLACE CONCRETE Page 19 of 25 1 b. Do not use frozen materials or materials containing ice or snow. Do not place 2 concrete on frozen subgrade or on subgrade containing frozen materials. 3 c. Do not use calcium chloride, salt, or other materials containing antifreeze 4 agents or chemical accelerators unless otherwise specified and approved in 5 mixture designs. 6 7. Hot -Weather Placement: Comply with ACI 305.1 and as follows: 7 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 8 placement. Chilled mixing water or chopped ice may be used to control 9 temperature, provided water equivalent of ice is calculated to total amount of 10 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 11 b. Fog -spray forms, steel reinforcement, and subgrade just before placing 12 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 13 dry areas. 14 J. Finishing Formed Surfaces 15 1. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material 16 with tie holes and defects repaired and patched. Remove Ems and other projections 17 that exceed specified limits on formed -surface irregularities. 18 a. Apply to concrete surfaces not exposed to public view. 19 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar 20 unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a 21 texture matching adjacent formed surfaces. Continue final surface treatment of 22 formed surfaces uniformly across adjacent unformed surfaces, unless otherwise 23 indicated. 24 K. Miscellaneous Concrete Items 25 1. Filling In: Fill in holes and openings left in concrete structures, unless otherwise 26 indicated, after work of other trades is in place. Mix, place, and cure concrete, as 27 specified, to blend with in -place construction. Provide other miscellaneous 28 concrete filling indicated or required to complete the Work. 29 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while 30 concrete is still green and by steel -troweling surfaces to a hard, dense finish with 31 corners, intersections, and terminations slightly rounded. 32 3. Equipment Bases and Foundations: Provide machine and equipment bases and 33 foundations as shown on Drawings. Set anchor bolts for machines and equipment 34 at correct elevations, complying with diagrams or templates from manufacturer 35 furnishing machines and equipment. 36 a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with 37 #3@l6 inches on center set at middepth of pad. Trowel concrete to a dense, 38 smooth finish. Set anchor bolts for securing mechanical or electrical equipment 39 during pouring of concrete fill. 40 4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a 41 minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. 42 L. Concrete Protecting and Curing 43 1. General: Protect freshly placed concrete from premature drying and excessive cold 44 or hot temperatures. Comply with ACI 306.1 for cold -weather protection and 45 AC1 305.1 for hot -weather protection during curing. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March I I, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -20 CAST -IN -PLACE CONCRETE Page 20 of 25 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, 2 supported slabs, and other similar surfaces. If forms remain during curing period, 3 moist cure after loosening forms. If removing forms before end of curing period, 4 continue curing for the remainder of the curing period. 5 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure 6 unformed surfaces, including floors and slabs, concrete floor toppings, and other 7 surfaces. 8 4. Cure concrete according to ACI 308.1, by 1 or a combination of the following 9 methods: 10 a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days 11 with the following materials: 12 1) Water 13 2) Continuous water -fog spray 14 3) Absorptive cover, water saturated, and kept continuously wet. Cover 15 concrete surfaces and edges with 12-inch lap over adjacent absorptive 16 covers 17 b. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture- 18 retaining cover for curing concrete, placed in widest practicable width, with 19 sides and ends lapped at least 12 inches, and scaled by waterproof tape or 20 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears 21 during curing period using cover material and waterproof tape. 22 1) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 23 receive floor coverings. 24 2) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 25 receive penetrating liquid floor treatments. 26 3) Cure concrete surfaces to receive floor coverings with either a moisture- 27 retaining cover or a curing compound that the manufacturer certifies will 28 not interfere with bonding of floor covering used on Project. 29 c. Curing Compound: Apply uniformly in continuous operation by power spray 30 or roller according to manufacturer's written instructions. Rccoat areas 31 subjected to heavy rainfall within 3 hours after initial application. Maintain 32 continuity of coating and repair damage during curing period. 33 3.5 REPAIR 34 A. Concrete Surface Repairs 35 I. Defective Concrete: Repair and patch defective areas when approved by Engineer. 36 Remove and replace concrete that cannot be repaired and patched to Engineer's 37 approval. 38 2. Patching Mortar: Mix dry -pack patching mortar, consisting of 1 part portland 39 cement to 2-172 parts fine aggregate passing a No. 16 sieve, using only enough 40 water for handling and placing. 41 3. Repairing Formed Surfaces: Surface defects include color and texture 42 irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other 43 projections on the surface, and stains and other discolorations that cannot be 44 removed by cleaning. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March I I, 2022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -21 CAST -IN -PLACE CONCRETE Page 21 of 25 1 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids 2 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch 3 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 4 with water, and brush -coat holes and voids with bonding agent. Fill and 5 compact with patching mortar before bonding agent has dried. Fill form -tie 6 voids with patching mortar or cone plugs secured in place with bonding agent. 7 b. Repair defects on surfaces exposed to view by blending white portland cement 8 and standard portland cement so that, when dry, patching mortar will match 9 surrounding color. Patch a test area at inconspicuous locations to verify 10 mixture and color match before proceeding with patching. Compact mortar in 11 place and strike off slightly higher than surrounding surface. 12 c. Repair defects on concealed formed surfaces that affect concrete's durability 13 and structural performance as determined by Engineer. 14 4. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 15 for finish and verify surface tolerances specified for each surface. Correct low and 16 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 17 a sloped template. 18 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 19 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide 20 or that penetrate to reinforcement or completely through unreinforced sections 21 regardless of width, and other objectionable conditions. 22 b. After concrete has cured at least 14 days, correct high areas by grinding. 23 c. Correct Localized low areas during or immediately after completing surface 24 finishing operations by cutting out low areas and replacing with patching 25 mortar. Finish repaired areas to blend into adjacent concrete. 26 d. Repair defective areas, except random cracks and single holes 1 inch or less in 27 diameter, by cutting out and replacing with fresh concrete. Remove defective 28 areas with clean, square cuts and expose steel reinforcement with at least a 3/4- 29 inch clearance all around. Dampen concrete surfaces in contact with patching 30 concrete and apply bonding agent. Mix patching concrete of same materials 31 and mixture as original concrete except without coarse aggregate. Place, 32 compact, and finish to blend with adjacent finished concrete. Cure in same 33 manner as adjacent concrete. 34 e. Repair random cracks and single holes 1 inch or less in diameter with patching 35 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 36 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply 37 bonding agent. Place patching mortar before bonding agent has dried. 38 Compact patching mortar and finish to match adjacent concrete. Keep patched 39 area continuously moist for at least 72 hours. 40 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy 41 adhesive and patching mortar. 42 6. Repair materials and installation not specified above may be used, subject to 43 Engineer's approval. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 1 12022 South Westside V Transmission Main City Project No. 103428-2 03 30 00 -22 CAST -IN -PLACE CONCRETE Page 22 of 25 I 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD QUALITY CONTROL 3 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 4 inspecting agency to perform field tests and inspections and prepare test reports. 5 B. Inspections 6 1. Steel reinforcement placement 7 2. Headed bolts and studs 8 3. Verification of use of required design mixture 9 4. Concrete placement, including conveying and depositing 10 5. Curing procedures and maintenance of curing temperature 11 6. Verification of concrete strength before removal of shores and forms from beams 12 and slabs 13 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 14 according to ASTM CI72 according to the following requirements: 15 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 16 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus I set for 17 each additional 50 cubic yard or fraction thereof. 18 2. Slump: ASTM C I43; 1 test at point of placement for each composite sample, but 19 not less than 1 test for each day's pour of each concrete mixture. Perform additional 20 tests when concrete consistency appears to change. 21 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 22 each composite sample, but not less than I test for each day's pour of each concrete 23 mixture. 24 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 25 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 26 test for each composite sample. 27 5. Compression Test Specimens: ASTM C31. 28 a. Cast and laboratory cure 4 cylinders for each composite sample. 29 1) Do not transport field cast cylinders until they have cured for a 30 minimum of 24 hours. 3l 6. Compressive -Strength Tests: ASTM C39; 32 a, Test I cylinder at 7 days. 33 b. Test 2 cylinders at 28 days. 34 c. Hold I cylinder for testing at 56 days as needed. 35 7. When strength of field -cured cylinders is less than 85 percent of companion 36 laboratory -cured cylinders, evaluate operations and provide corrective procedures 37 for protecting and curing in -place concrete. 38 8. Strength of each concrete mixture will be satisfactory if every average of any 3 39 consecutive compressive -strength tests equals or exceeds specified compressive 40 strength and no compressive -strength test value falls below specified compressive 41 strength by more than 500 psi. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 03 3000 -23 CAST -IN -PLACE CONCRETE Page 23 of 25 1 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor 2 within 48 hours of testing. Reports of compressive -strength tests shall contain 3 Project identification name and number, date of concrete placement, name of 4 concrete testing and inspecting agency, location of concrete batch in Work, design 5 compressive strength at 28 days, concrete mixture proportions and materials, 6 compressive breaking strength, and type of break for both 7- and 28-day tests. 7 10. Additional Tests: Testing and inspecting agency shall make additional tests of 8 concrete when test results indicate that slump, air entrainment, compressive 9 strengths, or other requirements have not been met, as directed by Engineer. 10 Testing and inspecting agency may conduct tests to determine adequacy of concrete 11 by cored cylinders complying with ASTM C42 or by other methods as directed by 12 Engineer. 13 a. When the strength level of the concrete for any portion of the structure, as 14 indicated by cylinder tests, falls below the specified requirements, provide IS improved curing conditions and/or adjustments to the mix design as required to 16 obtain the required strength. If the average strength of the laboratory control 17 cylinders falls so low as to be deemed unacceptable, follow the core test 18 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 19 approved by the Engineer. Core sampling and testing shall be at Contractors 20 expense. 21 b. If the results of the core tests indicate that the strength of the structure is 22 inadequate, any replacement, load testing, or strengthening as may be ordered 23 by the Engineer shall be provided by the Contractor without cost to the City. 24 11. Additional testing and inspecting, at Contractor's expense, will be performed to 25 determine compliance of replaced or additional work with specified requirements. 26 12. Correct deficiencies in the Work that test reports and inspections indicate does not 27 comply with the Contract Documents. 28 D. Measure floor and slab flatness and levelness according to ASTM El 155 within 48 29 hours of finishing. 30 E. Concrete Finish Measurement and Tolerances 31 1. All floors are subject to measurement for flatness and levelness and comply with 32 the following: 33 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 34 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in 35 both directions, lapping straightedge 3 feet on areas previously checked. Low 36 spots shall not exceed the above dimension anywhere along the straightedge. 37 Flatness shall be checked the next work day after finishing. 38 b. Slabs shall be level within a tolerance of* 1/4 inch in 10 feet, not to exceed 3/4 39 inches total variation, anywhere on the floor, from elevations indicated on the 40 Drawings. Levelness shall be checked on a 10 foot grid using a level after 41 removal of forms. 42 c. Measurement Standard: All floors are subject to measurement for flatness and 43 levelness, according to ASTM El 155. 44 2. 2 Tiered Measurement Standard 45 a. Each floor test section and the overall floor area shall conform to the 2-tiered 46 measurement standard as specified herein. CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 1 I, 2022 South VVestside V Transmission Main City Project No. 103428-2 03 30 00 -24 CAST -IN -PLACE CONCRETE I'agc 24 of 25 1) Minimum Local Value: The minimum local FF/FL values represent the ab- 2 solute minimum surface profile that will be acceptable for any 1 test sample 3 (line of measurements) anywhere within the test area. 4 2) Specified Overall Value: The specified overall FF/FL values represent the 5 minimum values acceptable for individual floor sections as well as the floor 6 as a whole. 7 3. Floor Test Sections 8 a. A floor test section is defined as the smaller of the following areas: 9 1) The area bounded by column and/or wall lines 10 2) The area bounded by construction and/or control Joint lines t I 3) Any combination of column lines and/or control Joint lines 12 b. Test sample measurement lines within each test section shall be 13 multidirectional along 2 orthogonal lines, as defined by ASTM El 155, at a 14 spacing to be determined by the City's testing agency. 15 c. The precise layout of each test section shall be determined by the City's testing 16 agency. 17 4. Concrete Floor Finish Tolerance 18 a. The following values apply before removal of shores. Levelness values (FL) do 19 not apply to intentionally sloped or cambered areas, nor to slabs poured on 20 metal deck or precast concrete. 21 I) Slabs 22 Overall Value FF45/FL30 23 MinimumLocal Value FF30/FL20 24 5. Floor Elevation Tolerance Envelope 25 a. The acceptable tolerance envelope for absolute elevation of any point on the 26 slab surface, with respect to the elevation shown on the Drawings, is as follows: 27 1) Slab -on -Grade Construction: +flinch 28 2) Top surfaces of formed slabs measured prior to removal of supporting 29 shores:+% inch 30 3) Top surfaces of all other slabs: +'/4inch 31 4) Slabs specified to slope shall have a tolerance from the specified slope of 32 3/8 inch in 10 feet at any point, up to inch from theoretical elevation at 33 any point. 34 3.8 SYSTEM STARTUP [NOT USED) 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING 37 A. Defective Work 38 1. Imperfect or damaged work or any material damaged or determined to be defective 39 before final completion and acceptance of the entire job shall be satisfactorily re- 40 placed at the Contractor's expense, and in conformity with all of the requirements of 41 the Drawings and Specifications. 42 2. Perform removal and replacement of concrete work in such manner as not to impair 43 the appearance or strength of the structure in any way. 44 B. Cleaning CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March I I, 2022 South Westside V Transmission Main City Project No. t03428-2 033000-25 CAST -IN -PLACE CONCRETE Page 25 of 25 I 1. Upon completion of the work remove from the site all forms, equipment, protective 2 coverings and any rubbish resulting therefrom. 3 2. After sweeping floors, wash floors with clean water. 4 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. 5 3.11 CLOSEOUT ACTIVITIES [NOT USED] 6 3.12 PROTECTION [NOT USED] 7 3.13 MAINTENANCE [NOT USED] 8 3.14 ATTACHMENTS [NOT USED] 9 END OF SECTION 10 11 Revision Log DATE NAME SUMMARYOF CHANGE 12/20/2012 D. Johnson 2.2.0.3 — Removed Blue Text/Added Descriptions forwater-soluble, chloride -ion content 3.4.C.1— Changed 75% to 70% 3/11//2022 ZelalemArega 1.3.B.5.t, 2.2.L1, 2.2.0.2,— Added ASTMC595—Type IL cement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 South Westside V Transmission Main City Project No. 103428-2 033413-I CONTROLLED LO\V STRENGTH MATERIAL (CLSM) Page 1 of 7 SECTION 03 34 13 CONTROLLED LOW STRENGTH MATERIAL (CLSM) PART I- GENERAL 1.1 SUMMARY A. Section includes: I. Controlled low strength material (CLSM) for use in the following: a. Flowable backfill 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 03 30 00 - Cast -in -Place Concrete 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 1.3 REFERENCES A. Reference Standards I. 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. B. ASTM International (ASTM): 1. C31 - Standard Practice for Making and Curing Concrete Test Specimens in the Field. 2. C33 - Standard Specification for Concrete Aggregates. 3. C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 4. CI43 - Standard Test Method for Slump of Hydraulic Cement Concrete. 5. C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 6. C260 - Standard Specification for Air -Entraining Admixtures for Concrete. crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 20E2 South Westside V Transmission Main City Project No. 103428-2 033413-2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 2 of 7 7. C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Provide submittals in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product data B. Sieve analysis I. Submit sieve analyses of fine and coarse aggregates being used. a. Resubmit at any time there is a significant change in grading of materials. 2. Mix a. Submit full details, including mix design calculations for mix proposed for use. C. Trial batch test data I. Submit data for each test cylinder. 2. Submit data that identifies mix and slump for each test cylinder. 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 CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Materials I. Portland cement: Type II low alkali portland cement as specified in Section 03 30 00. 2. Fly ash: Class F fly ash in accordance with ASTM C6 18. 3. Water: As specified in Section 03 30 00. 4. Admixture: Air entraining admixture in accordance with ASTM C260. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 033413-3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 of 7 5. Fine aggregate: Concrete sand (does not need to be in accordance with ASTM C33). No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no plastic fines shall be present. 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. B. Mixes I. Performance requirements a. Total calculated air content 1) Not less than 8.0 percent or greater than 12.0 percent. b. Minimum unconfined compressive strength 1) Not less than 50 psi measured at 28 days. c. Maximum unconfined compressive strength 1) Not greater than 150 psi measured at 28 days. 2) Limit the long-term strength (90 days) to 200 psi such that material could be re -excavated with conventional excavation equipment in the future if necessary. d. Wet density 1) No greater than 132 pounds per cubic foot. e. Color I) No coloration required unless noted. 2) Submit dye or other coloration means for approval. 2. Suggested design mix Material Weight Specific Gravity Absolute Volume Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1.00 4.54 Coarse Aggregate 1,465 pounds 2.68 8.76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2.70 TOTAL 3,543 pounds - 27.00 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Trial batch 1. After mix design has been accepted by Engineer, have trial batch of the accepted mix design prepared by testing laboratory acceptable to Engineer. 2. Prepare trial batches using specified cementitious materials and aggregates proposed to be used for the Work. 3. Prepare trial batch with sufficient quantity to determine slump, workability, consistency, and to provide sufficient test cylinders. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 033413-4 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 4 of 7 B. Test cylinders: 1. Prepare test cylinders in accordance with ASTM C31 with the following exceptions: a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the mix. b. Do not rod the concrete mix, c. Strike off the excess material. 2. Place test cylinders in a moist curing room. Exercise caution in moving and transporting the cylinders since they are fragile and will withstand only minimal bumping, banging, or Jolting without damage. 3. Do not remove the test cylinder from mold until the cylinder is to be capped and tested. 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: a. Perform the capping carefully to prevent premature fractures. b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter than the test cylinders. c. Do not perform initial compression test until the cylinders reach a minimum age of 3 days. C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in accordance with ASTM C39 except as modified herein: 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to or greater than the minimum required compression strength, but not exceed maximum compression strength. D. If the trial batch tests do not meet the Specifications for strength or density, revise and resubmit the mix design, and prepare additional trial batch and tests. Repeat until an acceptable trial batch is produced that meets the Specifications. I. All the trial batches and acceptability of materials shall be paid by the CONTRACTOR, 2. After acceptance, do not change the mix design without submitting a new mix design, trial batches, and test information. E. Determine slump in accordance with ASTM C143 with the following exceptions: 1. Do not rod the concrete material 2. Place material in slump cone in 1 semi -continuous filling operation, slightly overfill, tap lightly, strike off, and then measure and record slump. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 03 34 13 - 5 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 5 of 7 PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED) 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Place CLSM by any method which preserves the quality of the material in terms of compressive strength and density: 1. Limit lift heights of CLSM placed against structures and other facilities that could be damaged due to the pressure from the CLSM, to the lesser of 4 feet or the lift height indicated on the Drawings. Do not place another lift of CLSM until the last lift of CLSM has set and gained sufficient strength to prevent lateral load due to the weight of the next lift of CLSM. 2. The basic requirement for placement equipment and placement methods is the maintenance of its fluid properties. 3. Transport and place material so that it flows easily around, beneath, or through walls, pipes, conduits, or other structures. 4. Use a slump of the placed material greater than 9 inches, and sufficient to allow the material to flow freely during placement: a. After trial batch testing and acceptance, maintain slump developed during testing during construction at all times within f 1 inch. 5. Use a slump, consistency, workability, flow characteristics, and pumpability (where required) such that when placed, the material is self -compacting, self-densifying, and has sufficient plasticity that compaction or mechanical vibration is not required. 6. When using as embedment for pipe take appropriate measures to ensure line and grade of pipe. 3.5 REPAIR [NOT USED[ 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. General 1. Make provisions for and furnish all material for the test specimens, and provide manual assistance to assist the Engineer in preparing said specimens. 2. Be responsible for the care of and providing curing condition for the test specimens. B. Tests by the City 1. During the progress of construction, the City will have tests made to determine whether the CLSM, as being produced, complies with the requirements specified hereinbefore. Test cylinders will be made and delivered to the laboratory by the Engineer and the testing expense will be borne by the City. 2. Test cylinders a. Prepare test cylinders in accordance with ASTM C3I with the following exceptions: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103928-2 0334 13 -6 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 6 of 7 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle the mix. 2) Do not rod the concrete mix. 3) Strike off the excess material. b. Place the cylinders in a safe location away from the construction activities. Keep the cylinders moist by covering with wet burlap, or equivalent. Do not sprinkle water directly on the cylinders. c. After 2 days, place the cylinders in a protective container for transport to the laboratory for testing. The concrete test cylinders are fragile and shall be handled carefully. The container may be a box with a Styrofoam or similar lining that will limit the Jarring and bumping of the cylinders. d. Place test cylinders in a moist curing room. Exercise caution in moving and transporting the cylinders since they are fragile and will withstand only minimal bumping, banging, or jolting without damage. e. Do not remove the test cylinder from mold until the cylinder is to be capped and tested. I. The test cylinders may be capped with standard sulfur compound or neoprene pads: I) Perform the capping carefully to prevent premature fractures. 2) Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter than the test cylinders. 3) Do not perform initial compression test until the cylinders reach a minimum age of 3 days. 3. The number of cylinder specimens taken each day shall be determined by the Inspector. a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 except as modified herein. b. The compression strength of the cylinders tested at 28 days shall be equal to or greater than the minimum required compression strength, but not exceed maximum compression strength. 4. The City will test the air content of the CLSM. Test will be made immediately after discharge from the mixer in accordance with ASTM C231. 5. Test the slump of CLSM using a slump cone in accordance with ASTM C 143 with the following exceptions: a. Do not rod the concrete material. b. Place material in slump cone in 1 semi -continuous filling operation, slightly overfill, tap lightly, strike off, and then measure and record slump. 6. If compressive strength of test cylinders does not meet requirements, make corrections to the mix design to meet the requirements of this specification. CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 033411-7 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 7 of 7 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 1 31 10 00 - 1 SPPECLEARING Page I of 6 SECTION 31 10 00 2 SITE CLEARING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. 10 B. Deviations from this City of Fort Worth Standard Specification. 11 1. None. 12 C. Related Specification Sections include but are not necessarily limited to 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 02 41 13 — Selective Site Demolition 16 4. Section 02 41 14 — Utility RemovaVAbandonment 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Site Clearing 20 a. Measurement 21 1) Measurement for this Item shall be by lump sum, square yard, or per acre. 22 b. Payment 23 I) The work performed and the materials furnished in accordance with this 24 Item shall be paid for at the lump sum, square yard, or per acre price bid for 25 "Site Clearing". 26 c. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of structures and obstructions (unless separate bid 29 item is provided under 02 41 13 "Selective Site Demolition or 02 41 14 30 "Utility RemovaVAbandonment'). 31 3) Removal and disposal of trees under 6-inch in diameter when bidding by 32 lump sum or square yard 33 4) Removal of ALL trees when bidding by acre. 34 5) Backfilling of holes 35 6) Clean-up 36 2. Tree Removal (for trees 6 inch or larger in diameter when Site Clearing is bid by 37 lump sum or square yard) 38 a. Measurement 39 1) Measurement for this Item shall be per each. 40 2) Measurement of diameter for tree removal shall be at standard "Diameter at 41 Breast Height" or DBH, where Breast Height shall be 54" above grade. COPY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103426-2 31 1000 -2 SITE CLEARING Page 2 of 6 1 3) 2 b. Payment 3 I) The work performed and the materials furnished in accordance with this 4 Item shall be paid for at the unit price bid per each "Tree Removal" for: 5 a) Various diameter ranges 6 c. The price bid shall include: 7 I) Removal and disposal of tree, including removal of root to a depth at least 2 8 foot below grade 9 2) Grading and backfilling of holes 10 3) Excavation 11 4) Clean-up 12 3. Tree Removal and Transplantation 13 a. Measurement 14 1) Measurement for this Item shall be per each. 15 b. Payment 16 I) The work performed and the materials furnished in accordance with this 17 Item shall be paid for at the unit price bid per each "Tree Transplant" for: 18 a) Various diameter ranges 19 c. The price bid shall include: 20 I) Pruning of designated trees and shrubs 21 2) Moving tree with truck mounted tree spade 22 3) Grading and backfilling of holes 23 4) Replanting tree at temporary location (determined by Contractor) 24 5) Maintaining tree until Work is completed 25 6) Replanting tree into original or designated location 26 7) Excavation 27 8) Fertilization 28 9) Mulching 29 I0) Watering 30 11) Clean-up 31 12) Warranty period 32 4. Tree Protection 33 a. Measurement 34 1) Measurement for this Item shall be per each as designated on Construction 35 Drawings for protection 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item shall be paid for at the unit price bid per each "Tree Protection" for: 39 a) Various caliper ranges 40 c. The price bid shall include: 41 I) Protection of tree utilizing measures designated on Construction Drawings 42 2) Installation of work of barriers as designated on Construction Drawings 43 3) Maintenance of protection measures throughout construction completed 44 4) Replanting tree into original or designated location 45 5) Excavation 46 6) Fertilization 47 7) Mulching 48 8) Clean-up including removal on constriction completion of protection 49 measures CrIY OF FORT W ORTEI South Westside V Transmission Main STANDARD CONSTRUCTION SPECIE'ICAT ION DOCUMEN S City Project No, 103428-2 Revised March 22, 2021 31 1000-3 SITE CLEARING Page 3 of 6 1 5. 2 1.3 REFERENCES [NOT USED] 3 1.4 ADMINSTRATIVE REQUIREMENTS 4 A. Permits 5 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 6 required by the City's Ti ee Ordinance. PARD-Forestty details can be found here: 7 Forestry — Welcome to the City of Fort Worth (fortworthtexas.gov). Urban Foi est y 8 Compliance's ordinance and requirements are within Zoning and can be found here: 9 Zoning — Welcome to the City of Fort Worth (fortworthtexas.gov). 10 B. Preinstallation Meetings 11 1. Hold a preliminary site clearing meeting and include the Contractor, City Forester 12 (If City owned tree) or Iepresentative of Urban Forestry if privately owned trees), 13 City Inspector, and the Project Manager for the purpose of reviewing the 14 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 15 prior to the meeting. 16 2. The Contractor will provide the City with a Disposal Letter in accordance to 17 Division 01. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION 31 A. All trees identified to be protected and/or preserved should be clearly flagged with 32 survey tape as per Construction Drawings. CITY OF FORT' WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 311000-4 SITE CLEARING Page 4 of 6 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 2 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 3 saved. 4 3.4 INSTALLATION 5 A. Protection of Trees 6 I. Protect designated trees and prune trees and shrubs as shown on the Drawings. 7 Refer to the Drawings for tree protection details. 8 2. if the Drawings do not provide tree protection details, protected trees shall be 9 fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with 10 the corners located on the canopy drip line, unless instructed otherwise. 11 3. When site conditions do not allow for the T-posts to be installed at the drip line, the 12 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12'' 13 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 14 form the enclosure. 15 4. For city -owned trees, PARD-Forestry permission required to install protective 16 fencing inside of canopy dripline (Critical Root lone). 17 5. Additional trunk protection (cladding) is required when protective fencing is 18 approved within the Critical Root Zone. 19 6. Do not park equipment, service equipment, store materials, or disturb the root area 20 under the branches of trees designated for preservation. 21 7. When shown on the Drawings, treat cuts on trees with an approved tree wound 22 dressing within 30 minutes of making a pruning cut or otherwise causing damage to 23 the tree. 24 8. Trees and brush shall be mulched on -site. 25 a. Burning as a method of disposal is not allowed. 26 B. Hazardous Materials 27 I. The Contractor will notify the Engineer immediately if any hazardous or 28 questionable materials not shown on the Drawings are encountered. This includes; 29 but not limited to: 30 a. Floor tiles 31 b. Roof tiles 32 c. Shingles 33 d. Siding 34 e. Utility piping 35 2. The testing, removal, and disposal of hazardous materials will be in accordance 36 with Division I. 37 C. Site Clearing 38 I. Clear areas shown on the Drawings of all obstructions, except those landscape 39 features that are to be preserved. Such obstructions include, but are not limited to: 40 a. Remains of buildings and other structures 41 b. Foundations 42 c. Floor slabs 43 d. Concrete 44 e. Brick 45 f. Lumber CITY OF FORT woRTu STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 31 10 00 -5 I'I-E CLEARING Page 5 of 6 g. Plaster 2 h. Septic tank drain fields 3 i. Abandoned utility pipes or conduits 4 j. Equipment 5 k. Trees 6 I. Fences 7 m. Retaining walls 8 n. Other items as specified on the Drawings 9 2. Remove vegetation and other landscape features not designated for preservation, 10 whether above or below ground, including, but not limited to: 11 a. Curb and gutter 12 b. Driveways 13 c. Paved parking areas 14 d. Miscellaneous stone 15 e. Sidewalks 16 f. Drainage structures 17 g. Manholes 18 h. Inlets 19 i. Abandoned railroad tracks 20 .. Scrap iron 21 k. Other debris 22 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 23 maintain traffic and drainage in accordance with Section 02 41 14. 24 4. In areas receiving embankment, remove obstructions not designated for 25 preservation to 2 feet below natural ground. 26 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 27 6. In all other areas, remove obstructions to 1 foot below natural ground. 28 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 29 off to ground level. 30 a. Removal of existing structures shall be as per Section 02 4I 13. 31 D. Disposal 32 1. Dispose of ail trees within 24 hours of removal at an approved off -site facility. 33 2. All materials and debris removed becomes the property of the Contractor, unless 34 otherwise stated on the Drawings. 35 3. The Contractor will dispose of material and debris off -site in accordance with local, 36 state, and federal laws and regulations. 37 3.5 REPAIR [NOT USED] 38 3.6 RE -INSTALLATION [NOT USED] 39 3.7 FIELD QUALITY CONTROL [NOT USED] 40 3.8 SYSTEM STARTUP ]NOT USED] 41 3.9 ADJUSTING [NOT USED] 42 3.10 CLEANING [NOT USED] 43 3.11 CLOSEOUT ACTIVITIES [NOT USED] CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 I 3.12 PROTECTION [NOT USED] 2 3.13 MAINTENANCE [NOT USED] 3 3.14 ATTACHMENTS ]NOT USED] 4 END OF SECTION 5 6 31 1000 -6 SIDE CLEARING Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4 .A Permits: Removed ordinance number and added City's n ebsite address 3/22/2021 M Orsen 1.2 Clarified measurement and payment. 1 .4. Clarified administrative requirements. 3.4 Clarified additional installation requirements for tree protection and disposal. CITY OF FORT WORTH STANDARD CONSTRtJCHON SPECIFICATION DOCUMENTS Revised March 22, 2021 South Westside V Transmission Main City Project No. 103428-2 312500-I EROSION AND SEDIMENT CONrROI. Page 1 or9 SECTION 31 25 00 2 EROSION AND SEDIMENT CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Implementation of the project's Storrn Water Pollution Prevention Plan (SWPPP) 7 and installation, maintenance, removal of erosion and sediment controls devices, 8 and establishment of final stabilization. 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division I —General Requirements 14 L2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 I. Storm Water Pollution Prevention Plan <1 acre 17 a. Measurement 18 I) This Item is considered subsidiary to the various Items bid. 19 b. Payment 20 1) The work performed and the materials furnished in accordance with this 21 Item are subsidiary to the structure or Items being bid and no other 22 compensation will be allowed. 23 2. Storm Water Pollution Prevention Plan > 1 acre 24 a. Measurement for this Item shall be by lump sum. 25 b. Payment 26 I) The work performed and the materials furnished in accordance with this 27 Item shall be paid for at the lump sum price bid for "S WPPP > 1 acre". 28 c. The price bid shall include: 29 I) Preparation of S WPPP 30 2) Implementation 31 3) Permitting fees 32 4) Installation 33 5) Maintenance 34 6) Removal 35 7) Obtaining and/or complying with grading and/or fill permits, if required 36 8) Final stabilization 37 1.3 REFERENCES 38 A. Reference Standards 39 1. Reference standards cited in this Specification refer to the current reference 40 standard published at the time of the latest revision date logged at the end of this 41 Specification, unless a date is specifically cited. CITY OF PORT WORTH South Westside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103428-2 Revised April 29, 2021 31 25 00 - 2 EROSION AND SEDIMENT CONTROL. Page 2of9 1 2. ASTM Standard: 2 a. ASTM D3786, Standard Test Method for Bursting Strength of Textile 3 Fabrics Diaphragm Bursting Strength Tester Method 4 b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation 5 of Geotextiles 6 c. ASTM D475I, Standard Test Method for Determining Apparent Opening Size 7 of a Geotextile 8 d. ASTM D4833, Standard Test Method for Index Puncture Resistance of 9 Geomembranes and Related Products 10 3. Texas Commission on Environmental Quality (TCEQ) TPDES General Permit No. 11 TXR150000 12 4. TxDOT Departmental Material Specifications (DMS) 13 a. DMS-6230 "Temporary Sediment Control Fence Fabric" 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS 16 A. Storm Water Pollution Prevention Plan (SWPPP) 17 B. TCEQ Notice of Intent (NOT) for Storm Water Discharges Associated with 18 Construction Activity under the TPDES General Permit 19 C. Construction Site Notice 20 D. TCEQ Notice of Termination (NOT) for Storm Water Discharges Associated with 21 Construction Activity under the TPDES General Permit 22 E. Notice of Change (if applicable) 23 F. Grading and/or fill permit, if required 24 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY [NOT USED] 32 PART2- PRODUCTS 33 2.1 OWNER -FURNISHED loll] OWNER -SUPPLIED PRODUCTS [NOT USED) 34 2.2 PRODUCT TYPES AND MATERIALS 35 A. Rock Filter Dams 36 1. Aggregate CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised April 29, 2021 South Westside V Transmission Main City Project No. 103428-2 31 25 00 -3 EROSION AND SEDIMENT CONTROL Page 3 of 9 1 a. Furnish aggregate with hardness, durability, cleanliness and resistance to 2 crumbling, flaking and eroding acceptable to the Engineer. 3 b. Provide the following: 4 1) Types I, 2 and 4 Rock Filter Dams 5 a) Use 3 to 6 inch aggregate. 6 2) Type 3 Rock Filter Dams 7 a) Use 4 to 8 inch aggregate. 8 2. Wire 9 a, Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie 10 wires for Types 2 and 3 rock filter dams 11 b. Type 4 dams require: 12 1) Double -twisted, hexagonal weave with a nominal mesh opening of 2%2 13 inches x 31/4 inches 14 2) Minimum 0.0866 inch steel wire for netting 15 3) Minimum 0.1063 inch steel wire for selvages and corners 16 4) Minimum 0.0866 inch for binding or tie wire 17 B. Geotextile Fabric 18 1 Place the aggregate over geotextile fabric meeting the following criteria: 19 a. Tensile Strength of 250 pounds, per ASTM D4632 20 b. Puncture Strength of 135 pounds, per ASTM D4833 21 c. Mullen Burst Rate of 420 psi, per ASTM D3786 22 d. Apparent Opening Size of No. 20 (max), per ASTM D4751 23 C. Stabilized Construction Entrances 24 1. Provide materials that meet the details shown on the Drawings and this Section. 25 a. Provide crushed aggregate for long and short-term construction exits. 26 b. Furnish aggregates that are clean, hard, durable and free from adherent coatings 27 such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic 28 and injurious matter. 29 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 30 d. The aggregate shall be placed over a geotextile fabric meeting the following 31 criteria: 32 1) Tensile Strength of 300 pounds, per ASTM D4632 33 2) Puncture Strength of 120 pounds, per ASTM D4833 34 3) Mullen Burst Rate of 600 psi, per ASTM D3786 35 4) Apparent Opening Size of No. 40 (max), per ASTM D4751 36 D. Embankment for Erosion Control 37 1. Provide rock, loam, clay, topsoil or other earth materials that will form a stable 38 embankment to meet the intended use. 39 E. Sandbags 40 1. Provide sandbag material of polypropylene, polyethylene or polyamide woven 41 fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst- 42 strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 43 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 44 1 to fill sandbags. 45 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8 46 inches thick. CITY OF FORT WORTJI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 3 4 31 25 00 -4 EROSION AND SEDIMENT CONTROL Table 1 Sand Gradation Sieve # Maximum Retained (% by Weight) 4 3 percent 100 80 percent 200 95 percent F. Temporary Sediment Control Fence 1. Provide a net -reinforced fence using woven geo-textile fabric. Page4of9 5 2. Logos visible to the traveling public will not be allowed. 6 a. Fabric 7 1) Provide fabric materials in accordance with DMS-6230, "Temporary 8 Sediment Control Fence Fabric." 9 b. Posts 10 1) Provide essentially straight wood or steel posts with a minimum length of 11 48 inches, unless otherwise shown on the Drawings. 12 2) Soft wood posts must be at least 3 inches in diameter or notninal 2 x 4 inch 13 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 14 4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per 15 foot. 16 c. Net Reinforcement 17 1) Provide net reinforcement of at least 12-1/2 gauge galvanized welded wire 18 mesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wide, 19 unless otherwise shown on the Drawings. 20 d. Staples 21 1) Pi ovide staples with a crown at least 3/4 inch wide and legs 1/2 inch long. 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED[ 24 PART3- EXECUTION 25 3.1 INSTALLERS [NOT USED] 26 3.2 EXAMINATION [NOT USED] 27 3.3 PREPARATION [NOT USED] 28 3.4 INSTALLATION 29 A. Storm Water Pollution Prevention Plan 30 1. Develop and implement the project's Storm Water Pollution Prevention Plan 31 (SWPPP) in accordance with the TPDES Construction General Permit TXR150000 32 requirements. Prevent water pollution from storm water runoff by using and 33 maintaining appropriate structural and nonstructural BMPs to reduce pollutants 34 discharges to the MS4 from the construction site. 35 B. Control Measures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 South Westside V Transmission Main City Project No. 703428-2 31 25 00 -5 EROSION AND SEDIMENT CONTROL Page 5 00 1 I. Implement control measures in the area to be disturbed before beginning 2 construction, or as directed. Limit the disturbance to the area shown on the 3 Drawings or as directed. 4 2. Control site waste such as discarded building materials, concrete truck washout 5 water, chemicals, litter and sanitary waste at the construction site. 6 3. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and 7 sedimentation resulting from construction operations, the Engineer will limit the 8 disturbed area to that which the Contractor is able to control. 9 4. Immediately correct ineffective control measures. Implement additional controls as 10 directed. Remove excavated material within the time requirements specified in the I I applicable stone water permit. 12 5. Upon acceptance of vegetative cover by the City, remove and dispose of all 13 temporary control measures, temporary embankments, bridges, matting, falsework, 14 piling, debris, or other obstructions placed during construction that are not a part of 15 the finished work, or as directed. 16 C. Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body, or 17 streambed. 18 D. Do not install temporary construction crossings in or across any water body without the 19 prior approval of the appropriate resource agency and the Engineer. 20 E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an 21 approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and 22 provide shelter for stored chemicals. 23 F. Installation and Maintenance 24 1. Perform work in accordance with the TPDES Construction General Permit 25 TXR150000. 26 2. When approved, sediments may be disposed of within embankments, or in areas 27 where the material will not contribute to further siltation and when appropriate 28 stabilization is provided. 29 3. Dispose of removed material in accordance with federal, state, and local 30 regulations. 31 4. Remove devices upon approval or when directed. 32 a. Upon removal, finish -grade and dress the area. 33 b. Stabilize disturbed areas in accordance with the permit, and as shown on the 34 Drawings or directed. 35 5. The Contractor retains ownership of stockpiled material and must remove it from 36 the project when new installations or replacements are no longer required. 37 G. Rock Filter Dams for Erosion Control 38 I. Remove trees, brush, stumps and other objectionable material that may interfere 39 with the construction of rock filter dams. 40 2. Place sandbags as a foundation when required or at the Contractor's option. 41 3. For Types I, 2, 3, and 5, place the aggregate to the lines, height, and slopes 42 specified, without undue voids. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 South Weslside V Transmission Main City Project No. 103428-2 31 25 00 -6 EROSION AND SEDIMENT CONTROL Page 6 of 9 1 4. For Types 2 and 3, place the aggregate on the mesh and then fold the mesh at the 2 upstream side over the aggregate and secure it to itself on the downstream side with 3 wire ties, or hog rings, or as directed. 4 5 Place rock filter dams perpendicular to the flow of the stream or channel unless 5 otherwise directed. 6 6. Construct filter dams according to the following criteria, unless otherwise shown on 7 the Drawings: 8 a. Type 1 (Non -reinforced) 9 I) Height - At least 18 inches measured vertically from existing ground to top 10 of filter dam 11 2) Top Width - At least 2 feet 12 3) Slopes - At most 2:1 13 b. Type 2 (Reinforced) 14 1) Height - At least 18 inches measured vertically from existing ground to top 15 of filter dain 16 2) Top Width - At least 2 feet 17 3) Slopes - At most 2:1 18 c. Type 3 (Reinforced) 19 1) Height - At least 36 inches measured vertically from existing ground to top 20 of filter dam 21 2) Top Width - At least 2 feet 22 3) Slopes - At tnost 2:1 23 d. Type 4 (Sack Gabions) 24 I) Unfold sack gabions and smooth out kinks and bends. 25 2) For vertical filling, connect the sides by lacing in a single loop double loop 26 pattern on 4- to 5-inches spacing. At 1 end, pull the end lacing rod until 27 tight, wrap around the end, and twist 4 times. At the filling end, fill with 28 stone, pull the rod tight, cut the wire with approximately 6 inches 29 remaining, and twist wires 4 times. 30 3) For horizontal filling, place sack flat in a filling trough, fill with stone, and 31 connect sides and secure ends as described above. 32 4) Lift and place without damaging the gabion. 33 5) Shape sack gabions to existing contours. 34 e. Type 5 35 I) Provide rock filter dams as shown on the Drawings. 36 H. Construction Entrances 37 1. When tracking conditions exist, prevent traffic from crossing or exiting the 38 construction site or moving directly onto a public roadway, alley, sidewalk, parking 39 area or other right of way areas other than at the location of construction entrances. 40 2. Place the exit over a foundation course, if necessary. 41 a. Grade the foundation course or compacted subgrade to direct runoff from the 42 construction exits to a sediment trap as shown on the Drawings or as directed. 43 3. At drive approaches, make sure the construction entrance is the full width of the 44 drive and meets the length shown on the Drawings. 45 a. The width shall be at least 14 feet for I -way and 24 feet for 2-way traffic for all 46 other points of ingress or egress or as directed by the Engineer. 47 I. Earthwork for Erosion Control CITY OF FORT WORFH STANDARD CONSTRUCTION SPILT ICA1 ION DOCUMENTS Revised April 29, 2021 South Weslside V Transmission Main City Project No. 103428-2 31 2500 -7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1. Perform excavation and embankment operations to minimize erosion and to remove 2 collected sediments from other erosion control devices. 3 a. Excavation and Embankment for Erosion Control Measures 4 1) Place earth dikes, swales or combinations of both along the low crown of 5 daily lift placement, or as directed, to prevent runoff spillover. 6 2) Place swales and dikes at other locations as shown on the Drawings or as 7 directed to prevent runoff spillover or to divert runoff. 8 3) Construct cuts with the low end blocked with undisturbed earth to prevent 9 erosion of hillsides. 10 4) Construct sediment traps at drainage structures in conjunction with other 11 erosion control measures as shown on the Drawings or as directed. 12 5) Where required, create a sediment basin providing 3,600 cubic feet of 13 storage per acre drained, or equivalent control measures for drainage 14 locations that serve an area with 10 or more disturbed acres at I time, not 15 including offsite areas. 16 b. Excavation of Sediment and Debris 17 I) Remove sediment and debris when accumulation affects the performance of 18 the devices, after a rain, and when directed. 19 2) Remove sediment from sediment traps and sedimentation ponds no later 20 than the time that design capacity has been reduced by 50%. 21 J. Sandbags for Erosion Control 22 I. Construct a berm or dam of sandbags that will intercept sediment -laden storm water 23 runoff from disturbed areas, create a retention pond, detain sediment and release 24 water in sheet flow. 25 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to 26 allow for proper tying of the open end. 27 3. Place the sandbags with their tied ends in the same direction. 28 4. Offset subsequent rows of sandbags 1/2 the length of the preceding row. 29 5. Place a single layer of sandbags downstream as a secondary debris trap. 30 6. Place additional sandbags as necessary or as directed for supplementary support to 31 berms or dams of sandbags or earth. 32 K. Temporary Sediment -Control Fence 33 1. Provide temporary sediment -control fence near the downstream perimeter of a 34 disturbed area to intercept sediment from sheet flow. 35 2. Incorporate the fence into erosion -control measures used to control sediment in 36 areas of higher flow. Install the fence as shown on the Drawings, as specified in this 37 Section, or as directed by the Engineer or City representative. 38 a. Post Installation 39 I) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a 40 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 41 b. Fabric Anchoring 42 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of 43 fabric. 44 2) Provide a minimum trench cross-section of 6 x 6 inches 45 3) Place the fabric against the side of the trench and align approximately 2 46 inches of fabric along the bottom in the upstream direction. 47 4) Backfill the trench, then hand -tamp. CITY OF FORT WORT li South Westside V Transmission Main STANDARD CONSIRUCIION SPECIFICATION DOCUMENTS City Project No. 10342E-2 Revised April 29, 2021 31 25 00-8 EROSION AND SEDIMENT CONTROI. Page 8 of 9 1 c. Fabric and Net Reinforcement Attachment 2 1) Unless otherwise shown under the Drawings, attach the reinforcement to 3 wooden posts with staples, or to steel posts with T-clips, in at least 4 places 4 equally spaced. 5 2) Sewn vertical pockets may be used to attach reinforcement to end posts. 6 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 7 every 15 inches or less. 8 d. Fabric and Net Splices 9 1) Locate splices at a fence post with a minimum lap of 6 inches attached in at 10 least 6 places equally spaced, unless otherwise shown under the Drawings. 11 a) Do not locate splices in concentrated flow areas. 12 2) Requirements for installation of used temporary sediment -control fence 13 include the following: 14 a) Fabric with minimal or no visible signs of biodegradation (weak fibers) 15 b) Fabric w ithout excessive patching (more than 1 patch every 15 to 20 16 feet) 17 c) Posts without bends 18 d) Backing without holes 19 3.5 REPAIR/RESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 FIELD IoR1 SI IL QUALITY CONTROL [NOT USED] 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING 25 A. Waste Management 26 1. Remove sediment, debris and litter as needed. 27 3.11 CLOSEOUT ACTIVITIES 28 A. Erosion control measures remain in place and are maintained until all soil disturbing 29 activities at the project site have been completed. 30 13. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, 31 on areas not covered by permanent structures, or in areas where permanent erosion 32 control measures (i.e. riprap, gabions, or geotextiles) have been employed. 33 C. Once vegetative cover is achieved, the contractor shall remove all temporary control 34 measures, before final project acceptance. It is the contractor's responsibility to remove 35 all temporary control measures, unless transfer of maintenance and subsequent removal 36 is transferred to another entity in writing. 37 D. Upon achievement of final stabilization, submit NOT to TCEQ, and provide a copy of 38 the NOT to the City of Fort Worth"s Environmental Quality Division, if required. 39 E. Complete and submit a Final Grading Certificate to Development Services, if required. ant Y OF FORT WORTH STANDARD CONSTRUCTION SPECIE (CATION DOCUMENTS Revised April 29, 2021 South Westside V Transmission Main City Project No. 103428-2 31 25 00 -9 EROSION AND SEDIMENT CONTROL Page 9 of 9 3.12 PROTECTION (NOT USED] 2 3.13 MAINTENANCE 3 A. Install and maintain the integrity of temporary erosion and sedimentation control 4 devices to accutnulate silt and debris until earthwork construction and permanent 5 erosion control features are in place or the disturbed area has been adequately stabilized 6 as determined by the Engineer. 7 B. If a device ceases to function as intended, repair or replace the device or portions 8 thereof as necessary. 9 C. Perform inspections of the construction site as prescribed in the Construction General 10 Permit TXR150000. 1 I D. Records of' inspections and modifications based on the results of inspections must be 12 maintained and available in accordance with the permit. 13 3.14 ATTACHMENTS ]NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE April 29, 2021 M OWen 1.1 A. I. Revised language re: what section includes, 1.2 A. 2. c. Clarified items included in price, 1.5 Added items to list ofsubmitt als, 2.2 Rev ised language under product types/materials, 3.4 Revised language under "Installation", and 3.11 C. Added language to clarify responsibilit y to remove temporary protection device and emphasize clearing or Row CITY OF rota WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 29, 2021 South Westside V Transmission Main City Project No. 103428-2 SECTION 31 37 00 RIPRAP PART - GENERAL 313700-1 RIPRAP Page 1 of 10 Id SUMMARY A. Section Includes: I. Furnishing and installing concrete, stone, cement -stabilized, or special riprap. 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 03 30 00 — Cast -In -Place Concrete 4. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by the face square yard to the depth specified of material complete in place. Volume will be computed on the basis of the measured area and type, verified by field measurements. 2. Payment a. 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 bid per square yard of "Riprap" installed for: 1) Various types 2) Various thicknesses 3) Various void -filling techniques 3. The price bid shall include: a. Furnishing, hauling, and placing riprap b. Filter fabric c. Expansion Joint material d. Concrete and reinforcing steel e. Excavation of toe wall trenches, as applicable f. Excavation below natural ground or bottom of excavated channel, as applicable g. Shaping of slopes, as applicable h. Bedding i. Grout and mortar I. Scales k. Test weights 1. Clean-up 1.3 REFERENCES A. Reference Standards CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 31 37 00 -2 RIPRAP Page 2 of 10 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. ASTM Standards a. ASTM C136-06, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates b. ASTM D7370-09, Standard Test Method for Determination of Relative Dcnsity and Absorption of Fine, Coarse, and Blended Aggregate Using Cotnbined Vacuum Saturation and Rapid Submersion c. ASTM C5240-04, Standard Test Method for, Testing Rock Slabs to Evaluate the Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate d. ASTM D4632-08, Standard Test Method for Grab Breaking Load and Elongation of Geotextiles e. ASTM D4533-04, Standard Test Method for Trapezoid Tearing Strength of Geotextiles f. ASTM D75I-06, Standard Test Methods for Coated Fabrics g. ASTM D4751-04, Standard Test Method for Determining Apparent Opening Size of a Geotextile h. ASTM D4491-99a, Standard Test Methods for Water Permeability of Geotextiles by Permittivity 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS INOT 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 CONDITIONS ]NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Concrete Riprap I. Use concrete with a compressive strength of 4,000 psi at 28-days, according to Section 03 30 00, unless otherwise shown on the Drawings. B. Stone Riprap 1. Unless otherwise shown on the Drawings, use durable natural stone with a minimum bulk specific gravity of 2. Provide stone that has a maximum weight loss of 18 percent after 5 cycles of magnesium sulfate solution and 14 percent after 5 cycles of sodium sulfate solution. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 31 37 00 -3 RIPRAP Page of10 2. For all types of stone riprap perform a size verification test on the first 5,000 square yards of finished riprap stone at a location determined by the Engineer. Weigh each stone in a square test arca with the length of each side of the square equal to 3 times the specified riprap thickness. The weight of the stones, excluding spalls, should be as specified below. Additional tests may be required. Do not place additional riprap until the initial 5,000 square yards of riprap has been approved. 3. When specified, provide grout and mortar as defined as 1 part Portland cement to 3 parts sand and mixed with water until it achieves a consistency that will flow into and completely fill all voids. 4. Provide filter fabric in accordance with Section 31 25 00. For slab riprap, provide the filter fabric type shown on the Drawings a. Large 1) Use stones between 50 and 250 pounds with a minimum of 50 percent of the stones heavier than 100 pounds b. Medium I) Use stones between 50 and 250 pounds with a minimum of 40 percent of the stones heavier than 100 pounds Use stones with at least 1 broad flat surface, c. Block I) Use stones between 50 and 250 pounds. Use stones that are at least 3 inches in their least dimension. Use stones that are at least twice as wide as they are thick. When shown on the Drawings or approved, material may consist of broken concrete removed under the Contract or from other approved sources. Before placement of each piece of broken concrete, cut exposed reinforcement flush with all surfaces. d. Slab I) Use boulders or quarried rock that meets the gradation requirements of Table 1. Both the width and the thickness of each piece of riprap must be a least 1/3 of the length. When shown on the Drawings or as approved, material may consist of broken concrete removed under the Contract or from other approved sources. Before placement of each piece of broken concrete, cut exposed reinforcement flush with all surfaces. 2) Provide bedding stone that in -place meets the gradation requirements shown in Table 2 or as otherwise shown on the Drawings. Table 1 Ripran Gradation Reuuirements Thickness Maximum Size (Ib.) 90 percent Size' (Ib.) SO& Size' (Ib.) 8 percent Size, Minimum (Ib.) 12 in. 200 80-180 30-75 3 15in. 320 170-300 60-165 20 I8in. 530 290-475 105-220 22 211n. 800 460-720 175-300 25 24in. 1,000 550-850 200-325 30 30in. 2,600 1,150-2.50 400-900 40 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 313700-4 RIPRAP Page of 10 Table 2 Bedding Stone Gradation Sieve Size (Square Mesh) Percent by Weight Passing 3 inches 100 1-1/2 inches 50-80 3/4 inches 20-60 No. 4 0- 1 5 No. 10 0-5 C. Special Riprap 1. Furnish materials for special riprap according to the Drawings. 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 2.4 ACCESSORIES [NOT USED] 2.5 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Dress slopes and protected areas to the line and grade shown on the Drawings before the placement of riprap. Place riprap and toe walls according to details and dimensions shown on the Drawings or as directed by the Engineer. B. Concrete Riprap 1. Reinforce concrete riprap with No. 3 reinforcing bars spaced at a maximum of 18 inches in each direction unless otherwise shown. Provide a minimum 6-inch lap at all splices. At the edge of the riprap, provide a minimum horizontal cover of 1 inch and a maximum cover of 3 inches. Place the first parallel bar at most 6 inches from the edge of concrete. Use approved supports to hold the reinforcement approximately equidistant from the top and bottom surface of the slab. Adjust reinforcement during concrete placement to maintain correct position. 2. As directed, sprinkle or sprinkle and consolidate the subgrade before the concrete is placed. All surfaces must be moist when concrete is placed. 3. Compact each layer to a minimum of 95 percent standard proctor density with a moisture content not to exceed +4 percent or -2 percent of optimum moisture or as indicated on the Drawings. 4. After placing the concrete, compact and shape it to conform to the dimensions shown on Drawings. After it has set sufficiently to avoid slumping, finish the surface with a wood float to secure a smooth surface or broom finish as approved. 5. Immediately after the finishing operation, cure the riprap according to Section 03 30 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 313700-5 ItIPRAP Page 5 of 10 C. Stone Riprap I. Provide the following types of stone riprap when shown on the Drawings. a. Dry Riprap I) Dry riprap is stone riprap with voids filled with only spalls or small stones. b. Grouted Riprap l) Grouted riprap is Type Large, Medium, or Block stone riprap with voids grouted after all the stones are in place. c. Mortared Riprap I) Mortared riprap is Medium stone riprap laid and mortared as each stone is placed. 2. Use spalls and small stones lighter than 25 pounds to fill open joints and voids in stone riprap, and place to a tight fit. 3. Do not place mortar or grout when the air temperature is below 35 degrees Fahrenheit. 4. Protect work from rapid drying for at least 3 days after placement. Unless otherwise approved, place filter fabric with the length running up and down the slope. Ensure fabric has a minimum overlap of 2 feet. 5. Secure fabric with nails or pins. Use nails at least 2 inches long with washers or U- shaped pins with legs at least 9 inches long. Space nails or pins at a maximum of I0 feet in each direction and 5 feet along the seams. Alternative anchorage and spacing may be used when approved. 6. Large a. Construct riprap as shown in Figure 1 and as shown on the Drawings. Place stones in a single layer with close joints so that most of their weight is carried by the earth and not by the adjacent stones. b. Place the upright axis of the stones at an angle of approximately 90 degrees to the embankment slope. c. Place each course from the bottom of the embankment upward with the larger stones in the lower courses. d. Fill open joints between stones with spalls. e. Place stones to create a uniform finished top surface. Do not exceed a 6-inch variation between the tops of adjacent stones. Replace, embed deeper, or chip away stones that project more than the allowable amount above the finished surface. f. When the Drawings require Large stone riprap to be grouted, prevent earth, sand, or foreign material from filling the spaces between the stones. After the stones are in place, thoroughly wet the stones, fill the spaces between the stones with grout, and pack. Sweep the surface of the riprap with a stiff broom after grouting. 7. Medium a. Dry Placement I) Construct riprap as shown in Figure 2. Set the flat surface on a prepared horizontal earth bed, and overlap the underlying course to secure a lapped surface. 2) Place the large stones first, roughly arranged in close contact. Fill the spaces between the large stones with suitably sized stones placed to leave the surface evenly stepped and conforming to the contour required. 3) Place stone to drain water down the face of the slope. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No, 103428-2 31 37 00 -6 RIPRAP Page of 10 b. Grouting 1) Construct riprap as shown in Figure 3. Size, shape, and lay large flat - surfaced stones to produce an even surface with minimal voids. 2) Place stones with the flat surface facing upward parallel to the slope. Place the largest stones near the base of the slope. 3) Fill spaces between the larger stones with stones of suitable size, leaving the surface smooth, tight, and conforming to the contour required. 4) Place the stones to create a plane surface with a maximum variation of 6 inches in 10 feet from true plane. Provide the same degree of accuracy for warped and curved surfaces. 5) Prevent earth, sand or foreign material from filling the spaces between the stones. After the stones are in place, thoroughly wet them, fill the spaces between them with grout, and pack. Sweep the surface with a stiff broom after grouting. c. Mortaring 1) Construct riprap as shown in Figure 2. Lap courses as described for dry placement. Before placing mortar, wet the stones thoroughly. 2) As the larger stones are placed, bed them in fresh mortar and shove adjacent stones into contact with one another. 3) After completing the work, spread all excess mortar forced out during placement of the stones uniformly over them to fill all voids completely. Point up all joints roughly either with flush joints or with shallow, smooth - raked joints as directed. D. Block I . Construct riprap as shown in Figure 4. Place stones on a bed excavated for the base course. Bed the base course of stone well into the ground with the edges in contact. Bed and place each succeeding course in even contact with the preceding course. 2. Use spalls and small stones to fill any open joints and voids in the riprap. Ensure the finished surface presents an even, tight surface, true to the line and grades of the typical sections. 3. When the Drawings require grouting Block stone riprap, prevent earth, sand, or foreign material from filling the spaces between the stones. After the stones are in place, wet them thoroughly, fill the spaces between them with grout, and pack. Sweep the surface with a stiff broom after grouting. E. Slab 1. Construct riprap as shown in Figure 5. Place riprap stone on the slopes within the limits shown on the Drawings. Place stone for riprap on the bedding material to produce a reasonably well -graded mass of riprap with the minimum practicable percentage of voids. 2. Construct the riprap to the lines and grades shown on the Drawings or staked in the field. A tolerance of+6 inches and -0 inch from the slope line and grades shown on the Drawings is allowed in the finished surface of the riprap. 3. Place riprap to its full thickness in a single operation. Avoid displacing the bedding material. Ensure that the entire mass of stones in their final position is free from objectionable pockets of small stones and clusters of larger stones. CITY OF FORT WORTH STANDARD CONSTRUE PION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 313700-7 RIPRAP Page 7 of 10 4. Do not place riprap in layers, and do not place it by dumping it into chutes, dumping it from the top of the slope, pushing it from the top of the slope, or any method likely to cause segregation of the various sizes. 5. Obtain the desired distribution of the various sizes of stones throughout the mass by selective loading of material at the quarry or other source or by other methods of placement that will produce the specified results. 6. Rearrange individual stones by mechanical equipment or by hand if necessary to obtain a reasonably well -graded distribution of stone sizes. F. Special Riprap 1. Construct special riprap according to the Drawings. 3.5 REPAIR [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD 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 9" min Grout when cr. specified • Slope of embankment Upright axes of stone perpendicular to slope Figure 1 - Large stone riprap, dry or grouted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 9" min Grout when specified Flat side up Slope of embankment 1'-6" min Figure 2 - Medium stone riprap, dry or grouted. • Mortar when specified 1'-6" min s. ^f dos vs Slope of embankment Figure 3 - Medium stone riprap, mortared. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 313700-8 RIPRAP Page 8 of 10 South Westside V Transmission Main City Project No. 103428-2 Multiple layers (more than one rock depth). 9" min Grout when specified s. Slope of embankment Figure 4 -- Block stone riprap, dry or grouted. Slope of embankment Filter fabric 2 times thickness min Figure 5 — Slab stone riprap END OF SECTION CITY OF FORT WORTU STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 313700-9 RIPRAP Page 9 of 10 South Westside V Transmission Main City Project No. 103428-2 3(3700-10 RIPRAP Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 3.4.B. — defined compaction requirements beneath concrete rip rap CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 SECTION 32 11 23 FLEXIBLE BASE COURSES PART 1 - GENERAL 32 I123-I FLEXIBLE BASE COURSES Page I of7 1.1 SUMMARY A. Section Includes: I. Foundation course for surface course or for other base course composed of flexible base constructed in one or more courses in conformity with the typical section. B. Deviations from this City of Fort Worth Standard Specification I. 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. Measurement a. Measurement for this Item will be by the square yard of Flexible Base Course for various: 1) Depths 2) Types 3) Gradations 2. Payment a. 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 bid per square yard of Flexible Base Course. 3. The price bid shall include: a. Preparation and correction of subgrade b. Furnishing of material c. Hauling d. Blading e. Sprinkling f. Compacting 13 REFERENCES A. Definitions I. RAP — Recycled Asphalt Pavement. B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. ASTM International (ASTM): CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 321123-2 FLEXIBLE BASE COURSES Page 2 of 7 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-Ibf/ft3 (600 kN-m/m3)) 3. Texas Department of Transportation (TXDOT): a. Tex-I04-E, Determining Liquid Limits of Soils b. Tex-106-E, Calculating the Plasticity Index of Soils c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils d. Tex -I 10-E, Particle Size Analysis of Soils e. Tex-116-E, Ball Mill Method for Determining the Disintegration of Flexible Base Material f. Tex-1 17-E, Triaxial Compression for Disturbed Soils and Base Materials g. Tex-41 I -A, Soundness of Aggregate Using Sodium Sulfate or Magnesium Sulfate h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION 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] 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Obtain materials from approved sources. 3. Notify City of changes to material sources. 4. The City may sample and test project materials at any time before compaction throughout the duration of the project to assure specification compliance. B. Aggregate 1. Furnish aggregate of the type and grade shown on the Drawings and conforming to the requirements of Table I. 2. Each source must meet Table l requirements for liquid limit, plastiCity index, and wet ball mill for the grade specified. 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify aggregates to meet the requirements of Table 1, unless shown on the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 321123-3 FLEXIBLE BASE COURSES Page of Table 1 Material Requirements Property Test Method Gradel Master gradation sieve size (79 retained) 2-1/2 in. - -3/4 in 7/8 in. 3/8 in. No. 4 No. 40 Liqu'd limit, %max.' PlaseCity index, max.' Wet ball mill, % max.' Wet ball mill, % max. incease passing the No, 40 sieve Tex-1 10 Grade 2� 0 0 10-35 0-10 30-50 45-65 70-85 Tex-104-E Tex-I06-E Tcx-I 16-E 35 10 45-75 60-85 40 12 40 45 20 20 Classification' 1.0 Min. compressive strength', psi Tex-117-E lateral pressure 0 psi 45 lateral pressure 15 psi 175 1.1-2.3 35 175 I. Determine plastic index in accordance with Tex-107-E (linear shrinkage) when liquid limit is unattainable as defined in Tex-104-E. 2. When a soundness value is required by the Drawings, test material in accordance with Tex-41 l-A. 3. Meet both the classification and the minimum compressive strength, unless otherwise shown on the Drawings. 4. Material Tolerances a. The City may accept material if no more than 1 of the 5 most recent gradation tests has an individual sieve outside the specified limits of the gradation. b. When target grading is required by the Drawings, no single failing test may exceed the master grading by more than 5 percentage points on sieves No. 4 and larger or 3 percentage points on sieves smaller than No. 4. c. The City may accept material if no more than 1 of the 5 most recent plasticity index tests is outside the specified limit. No single failing test may exceed the allowable limit by more than 2 points. 5. Material Types a. Do not use fillers or binders unless approved. b. Furnish the type specified on the Drawings in accordance with the following: 1) Type A a) Crushed stone produced and graded from oversize quarried aggregate that originates from a single, naturally occurring source. b) Do not use gravel or multiple sources. 2) Type B a) Only for use as base material for temporary pavement repairs. b) Do not exceed 20 percent RAP by weight unless shown on Drawings. 3) Type D a) Type A material or crushed concrete. b) Crushed concrete containing gravel will be considered Type D material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 321123-4 FLEXn31 E BASE COURSES Page 4 of 7 c) The City may require separate dedicated stockpiles in order to verify compliance. d) Crushed concrete must meet the following requirements: (I) Table 1 for the grade specified. (2) Recycled materials must be free from reinforcing steel and other objectionable material and have at most 1.5 percent deleterious material when tested in accordance with TEX-4I3-A. C. Water 1. Furnish water free of industrial wastes and other objectionable matter. 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 A. General 1. Shape the subgrade or existing base to conform to the typical sections shown on the Drawings or as directed. 2. When new base is required to be mixed with existing base: a. Deliver, place, and spread the new flexible base in the required amount. b. Manipulate and thoroughly mix the new base with existing material to provide a uniform mixture to the specified depth before shaping. B. Subgrade Compaction 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the following: a. Proof Rolling 1) City Project Representative must be on -site during proof rolling operations. 2) Use equipment that will apply sufficient load to identify soft spots that rut or pump. a) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 4) Offset each trip by at most I tire width. 5) If an unstable or non -uniform area is found, correct the area. b. Correct I) Soft spots that rut or pump greater than 3/4 inch 2) Areas that are unstable or non -uniform 2. Installation of base material cannot proceed until compacted subgrade approved by the City. 3.4 INSTALLATION A. General CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 321123-5 FLEXIBLE BASE COURSES Page 5 of 7 1. Construct each layer uniformly, free of loose or segregated areas, and with the required density and moisture content. 2. Provide a smooth surface that conforms to the typical sections, lines, and grades shown on the Drawings or as directed. 3. Haul approved flexible base in clean, covered trucks. B. Equipment I. General a. Provide machinery, tools, and equipment necessary for proper execution of the work. 2. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment. l) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. C. Placing 1. Spread and shape flexible base into a uniform layer by approved means the same day as delivered unless otherwise approved. 2. Place material such that it is mixed to minimize segregation. 3. Construct layers to the thickness shown on the Drawings, while maintaining the shape of the course. 4. Where subbase or base course exceeds 6 inches in thickness, construct in 2 or more courses of equal thickness. 5. Minimum lift depth: 3 inches 6. Control dust by sprinkling. 7. Correct or replace segregated areas as directed. 8. Place successive base courses and finish courses using the same construction methods required for the first course. D. Compaction 1. General a. Compact using density control unless otherwise shown on the Drawings. b. Multiple lifts are permitted when shown on the Drawings or approved. c. Bring each layer to the moisture content directed. When necessary, sprinkle the material to the extent necessary to provide not less than the required density. d. Compact the full depth of the subbase or base to the extent necessary to remain firm and stable under construction equipment. 2. Rolling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 321123-6 FLEXIBLE BASE COURSES Page 6 of 7 a. Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least 1/2 the width of the roller unit. b. On superelevated curves, begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 mph as directed. e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. f. Continue work until specification requirements are met. g. Proof roll the compacted flexible base in accordance with the following: I) Proof Rolling a) City Project Representative must be on -site during proof rolling operations. b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (I) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass). d) Offset each trip by at most 1 tire width. e) If an unstable or non -uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that arc unstable or non -uniform. 3. Tolerances a. Maintain the shape of the course by blading. b. Completed surface shall be smooth and in conformity with the typical sections shown on the Drawings to the established lines and grades. c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4 inch in cross section in length greater than 16 feet measured longitudinally by loosening, adding or removing material. Reshape and rccompact by sprinkling and rolling. d. Correct all fractures, settlement or segregation immediately by scarifying the areas affected, adding suitable material as required. Reshape and recompact by sprinkling and rolling. e. Should the subbase or base course, due to any reason, lose the required stability, density and finish before the surfacing is complete, it shall be recompacted at the sole expense of the Contractor. 4. Density Control a. Minimum Density: 95 percent compaction as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 of optimum. E. Finishing 1. After completing compaction, clip, skin, or tight -blade the surface with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 2. Remove loosened material and dispose of it at an approved location. 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic tire roller until a smooth surface is attained. 4. Add small increments of water as needed during rolling. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 321123-7 FLEXIBLE BASE COURSES Page 7 of 7 5. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades as shown on the Drawings or as directed. 6. In areas where surfacing is to be placed, correct grade deviations greater than 1/4 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire width of the cross-section. 7. Correct by loosening, adding, or removing material. 8. Reshape and recompact in accordance with 3.4.C. 3.5 REPAIR/RESTORATION [NOT USED[ 3.6 RE -INSTALLATION [NOT USED] 3.7 QUALITY CONTROL A. Density Test 1. City to measure density of flexible base course. a. Notify City Project Representative when flexible base ready for density testing. b. Spacing directed by City (1 per block minimum). c. City Project Representative determines location of density testing. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 SECTION 32 31 26 WIRE FENCE AND GATES PARTI- GENERAL 323126-1 WIRE FENCE AND GATES Page 1 of5 1.1 SUMMARY A. Section Includes: 1. Furnish and construct fence of barbed or smooth wire. 2. On utility projects: a. When existing fence is within the project Site (i.e. parallel to the utility trench and/or within utility easement) and is directly disturbed by construction activities, fencing will be paid for as listed in Article 1.2 below. b. When existing fence is crossing the proposed utility trench, the work performed and materials furnished in accordance with fence replacement will be considered subsidiary to the trench and no other compensation will be allowed. c. When existing fence is outside of the limits of the project Site or is identified as protected on the Drawings and is disturbed and/or by construction activities, replacement will be at the expense of the Contractor and no other compensation will be allowed. 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 Payrnent I. Wire Fence a. Measurement I) Measurement for this Item shall be by the linear foot of Wire Fence, excluding gates. b. Payment I) 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 bid per linear foot of Wire fence installed for various: a) Post types b) Wire types c) Number of Strands as specified in the Drawings c. The price bid shall include: 1) Removal of existing fence and/or, unless specifically defined as a separate pay item on Drawings 2) Furnishing, preparing, hauling, and installing Wire Fence 3) Excavation, backfilling, and disposal of surplus material 4) Removal and trimming of brush and tree limbs 2. Steel Gates a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No, 103428-2 323126-2 \VIRE FENCE AND GATES Page 2 of 5 1) Measurement for this Item shall be per each Steel Fence. b. Payment 1) The work performed and materials furnished in accordance with this Bern and measured as provided under "Measurement" will be paid for at the unit price bid per each Steel Gate by height. c. The price bid shall include: 1) Removal of existing fence and/or gates, unless specifically defined as a separate pay item on Drawings 2) Furnishing, preparing, hauling, and installing Steel Gates 3) Excavation, backfilling, and disposal of surplus material 4) Removal and trimming of brush and tree limbs 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. American Society for Testing and Materials (ASTM): a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot Wrought b. A 121, Standard Specification for Metallic -Coated, Carbon Steel Barbed Wire c. A 116, Standard Specification for Metallic -Coated, Steel Woven Wire Fence Fabric d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated (Galvanized) Welded, for Fence Structures 3. American Wood Protection Association (AWPA) a. P8/P9, Standard for Oil -Borne Preservatives b. C5, Fence Posts - Preservative Treatment by Pressure Processes 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION 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] PART2- PRODUCTS 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS A. Furnish materials in accordance with details shown on the Drawings and with the following requirements. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 323126-3 WIRE FENCE AND GATES Page 3 of 5 B. Metal Posts and Braces 1. Steel Pipe: ASTM F 1083 2. T posts: ASTM A 702 3. Use only new steel. Do not use rerolled or open -seam material. 4. Furnish galvanized steel sections in ASTM F 1083. 5. Painting a. Use an approved anticorrosive coating. b. After installation of painted posts and braces, spot -coat damaged areas with the same paint color. c. Use paint with at least the same anticorrosive properties as the original paint. 6. Use the size, weight, and area of posts, braces, and anchor plates shown on the Drawings. C. Wood Posts and Braces 1. Untreated Wood: cedar or Juniper timber 2. Treated Wood a. AWPA standards govern materials and methods of treatments including seasoning, preservatives, and inspection for treatment. b. Each piece or bundle of other treated -timber products must have: 1) Legible brand mark or tag indicating the name of the treater 2) Date of treatment or lot number 3) AWPA treatment specification symbol c. Provide the level of preservative indicated in Table 1. Table 1 Minimum Retention of Preservative Pente- Product chlorophenol (lb./cu. ft.) (P8/P9) AWPA Preservative Standard AWPA Standard for Treatment Wire fence posts (round)' 0.4 CS 1. Retention determined by assay (0 to 1.0 inch zone). 3. Use sound timber that is free from decay, shakes, splits, or other defects that would weaken the posts or braces or otherwise make them structurally unsuitable for the purposes intended. 4. Knots that are sound, tight, trimmed flush, and not in clusters will be allowed, provided they do not exceed 1/3 of the small diameter or the least dimension of the posts and braces. 5. Remove spurs and splinters, cutting the ends square. D. Gates and Gateposts: Furnish materials to the required dimensions. E. Barbed and Smooth Wire: ASTM A 121, Class 1 1. Use wire consisting of 2 strand, 12 1/2 gauge, twisted wire 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart F. Wire Mesh: ASTM A 116, Class 1 1. Top and bottom wires: at least 10 gauge wire CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 32 31 26 -4 WIRE FENCE AND GATES Page 4 of 5 2. Intermediate wires and vertical stays: 12 1/2 gauge wire G. Miscellaneous I. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices for holding barbed wire and wire mesh firmly to metal posts. 2. Use material of good commercial quality and design. 3. Provide galvanized staples, at least 1 1/2 inch long. H. Concrete 1. Minimum 28 day compressive strength of 3,000 psi 2. Bagged concrete allowed. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Space fence posts as shown on the Drawings or to match existing. B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the Drawings or to match existing. C. Brace corner and pull posts in 2 directions. D. Brace end posts and gateposts in I direction. E. Install a corner post where the alignment changes 30 degrees or more. F. At alignment angles between 15 and 30 degrees, brace the angle post to the adjacent line posts with diagonal tension wires. G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy the fencing at the critical point with a double 9 gauge galvanized wire. H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom wire or wire mesh fabric, and to a deadman weighing at least 100 pounds. I. Stretch the fence before guying and snubbing, J. Install number stands at spacing shown in Drawings. K. Install corner, end, or angle post assembly before stretching the wire between posts. L. Connect existing cross fences to the new fences and corner posts at junctions with existing fences. M. While drawing barbed wire and wire fabric taut, fasten to posts using galvanized ties or staples, or as shown on the Drawings. N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet intervals for wood posts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 32 31 26 -5 WIRE FENCE AND GATES Page 5 of 5 O. Drive metal line posts provided driving does not damage the posts. P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum of 24 inches and crowned at the top to shed water. Q. Thoroughly tamp backfill in 4 inch layers. R. Notch timber posts. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log NAME SUMMARY OF CHANGE DATE 12/20/2012 D. Johnson I.I.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT \VORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 32 92 14 -1 NON-NATIVE SEEDING Page 1 of 8 SECTION 32 92 14 2 NON-NATIVE SEEDING 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Furnishing and installing grass seed as shown on Drawings, or as directed. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 3. Section 31 10 00 — Site Clearing 13 4. Section 32 91 19 — Topsoil Placement and Finishing of Parkways 14 5. Section 32 84 23 — Irrigation (if used) 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 I. Seeding 18 a. Measurement 19 1) Measurement for this Item shall be by the square yard of Seed spread, 20 complete in place for uniform vegetative coverage. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" will be paid for at the unit 24 price bid per square yard of Seed placed for various installation methods. 25 c. The price bid shall include: 26 I) Surface pieparation, scarifying subgrade, cleaning, and fine grading as 27 described in section 3.3 Preparation 28 2) Furnishing and placing all Seed (until established complete in place) 29 3) Perform soil testing, if requirement is included on construction drawings, as 30 directed by City 31 4) Furnishing and applying water Slurry and hydraulic mulching, if using 32 method 33 5) Fertilizer, if required by City to be determined by soil test 34 6) Soil Retention Blanket, if required on construction drawings, as directed by 35 City 36 7) Watering (until established) 37 8) Disposal of surplus materials off site or as directed by City 38 9) Weed Removal (until established) 39 10) Minimum mowing of two cycles, beginning forty-five (45) days from 40 germination or when blade height it 4" or greater, whichever comes first 41 1 1) Mowing cycles shall be spaced a minimum of ten (10) days apart (until 42 established) CITY OF FORE WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 13, 2021 South Westside V Transmission Main City Project No. 103428-2 32 92 14 -2 NON-NATIVE. SEEDING Page 2 of 8 1 2. Mowing 2 a. Measurement 3 1) Measurement for this Item shall per each, beyond the minimum of two (2) 4 mow cycles included in seeding price, as approved and directed by the City. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 and measured as provided under "Measurement" will be paid for at the unit 8 price bid per each. 9 10 1.3 REFERENCES [NOT USED] 11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 12 1.5 ACTION SUBMITTALS [NOT USED] 13 1.6 INFORMATIONAL SUBMITTALS 14 A. Certifications, Samples and Documentation 15 1. As requested by the City, certificates and/or labels and samples of seed, fertilizer, 16 compost, soil amendments and/or other materials, including a certificate from the 17 vendor indicating seed is free from weeds. 18 a. Seeds 19 1) Vendors' certification that seeds meet Texas State seed law including: 20 a) Testing and labeling for pure live seed (PLS) 21 b) Name and type of seed 22 2) All seed shall be tested in a laboratory with certified results presented to the 23 City in writing, prior to planting. 24 3) All seed to be of the previous season's crop and the date on the container 25 shall be within twelve (12) months of the seeding date. 26 2. All delivery receipts and copies of invoices for materials used for this work shall be 27 subject to verification by the City. 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMI'11ALS [NOT USED] 30 1.9 QUALITY ASSURANCE 31 A. Developer/contractor who plants material is responsible for the supervision of his crew, 32 the site, and the maintenance of the material until the project is accepted by the City. 33 1.10 DELIVERY, STORAGE, AND HANDLING 34 A. Seed 35 1. Shall be Bermuda and/or Elbon Rye seed unless otherwise specified. 36 2. Each species of seed shall be supplied in a separate, labeled container for 37 acceptance by the City. 38 B. Fertilizer, as determined by soil testing report provided to Contractor or as directed by 39 City 40 1. Provide unopened bags labeled with the analysis. 41 2. Conform to Texas fertilizer law, Texas Agriculture Code Chapter 63. 42 3. Provide to City application rate for which fertilizer will be applied. CfrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal May 13, 2021 South Westside V Transmission Main City Project No. 103428-2 32 92 14 -3 NON-NATIVE SEEDING Page 3 of8 1 1.11 FIELD [SITE( CONDITIONS 2 A. Grading of site and installation of topsoil must be approved by City prior to application 3 of seed. 4 1.12 WARRANTY 5 A. Seed to be replaced if coverage does not exceed 70 percent within forty-five (45) days 6 from germination. 7 B. Warranty Period: until job acceptance or through maintenance period, whichever is 8 longer duration of time 9 C. Warrant seed against defects in product, installation and workmanship. 10 1. Exceptions include 11 a. Vandalism caused by persons other than contractor or subcontractors of this 12 project 13 b. Improper watering or maintenance by persons other than contractor or 14 subcontractors of this project 15 c. Damage caused by vehicles or equipment other than contractor or subcontractors 16 of this project. 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED PRODUCTS (NOT USED) 19 2.2 MATERIALS AND EQUIPMENT 20 A. Materials 21 1. Seed 22 a. General 23 I) Plant all seed at rates based on pure live seed (PLS) 24 a) Pure Live Seed (PLS) determined using the formula: 25 (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + 26 Percent Firm or Hard Seed) + 100] 27 2) Availability of Seed 28 a) Substitution of individual seed types due to lack of availability may be 29 done through the submittal process for review and approval by City. 30 b) Notify the City prior to bidding of difficulties locating certain species. 31 3) Weed seed 32 a) Not exceed one percent by weight of the total of pure live seed (PLS) 33 and other material in the mixture 34 b) Seed not allowed: 35 (I) Johnson grass 36 (2) Nutgrass 37 (3) Millet 38 4) Harvest seed within twelve (12) months prior to planting 39 b. Non-native Grass Seed 40 1) Plant between March 21 and October 31 41 Lbs. Common Name Botanical Name Purity Gemination PLS/Acre (percent) (percent) CITY OF FORT WORTH South Westside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103428-2 Revised May 13, 2021 32 92 14 -4 NON-NATIVE SEEDING Page of 75 Bermuda (hulled) Cynodon dactylon 95 90 1 2) Plant between November 1 and March 20 2 lbs. Common Name Botanical Name Purity Gennination PLS/Acre (percent) (percent) 25 Bermuda (unhulled) Cynodon dactylon 85 90 3 4 c. Temporary Erosion Control Seed - Consist of the sowing of cool season plant 5 seeds. Plant mix below must be included with Bermuda between November 1 6 through March 1. 7 Common Name Botanical Name Lbs./Acre Lbs./Acre broadcast drilled seed method method Elbon Rye Seeale cereale 100-120 80-100 8 9 2. Hydromulch 10 a. For use with conventional mechanical or hydraulic planting of seed. 11 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 12 (waste products from paper mills or recycled newspaper). 13 c. No growth or germination inhibiting factors. 14 d. No more than ten percent moisture, air dry weight basis. 15 c. Additives: binder in powder form. 16 f. Form a strong moisture retaining mat. 17 3. Fertilizer to be installed only as directed by City or as indicated in construction 18 documents 19 a. Determined by soil testing report 20 b. Acceptable condition for distribution per manufacturer's instructions 21 c. Applied uniformly over the seeded area. Do not fertilize inside the dripline of 22 trees, or Tree Protection Area. 23 4. Topsoil: See Section 32 91 19. 24 5. Water: clean and free of industrial wastes or other substances harmful to the 25 germination of the seed or to the growth of the vegetation. 26 27 2.3 ACCESSORIES 28 A. Soil Retention Blanket 29 1. Biodegradable Erosion Control Blanket made from natural fibers including 30 coconut, straw, or wood fiber. 31 2, As specified for sloped areas or as directed, not for general use. 32 CITY OF FORT WORTH STANDARD CONSIAUCr ION SPECIFICATION DOCUMENTS Revised May 13, 2021 South Westside V Transmission Main City Project No. 103428-2 32 92 14 -5 NON-NATIVE SEEDING Page 5 of 8 2.4 SOURCE QUALITY CONTROL [NOT USED) 2 PART3- EXECUTION 3 3.1 INSTALLERS [NOT USED] 4 3.2 EXAMINATION 5 A. City may examine site grading to ensure grading conforms to approved drawings, prior to 6 installation of seed. 7 1. City will notify Contractor if grading is to be inspected prior to seed installation. 8 3.3 PREPARATION 9 A. Surface Preparation: clear surface of all material including the following and dispose of 10 off -site or as directed by City: 11 1. Stumps, stones, and other objects larger than 1-inch. 12 2. Roots, brush, wire, stakes, etc. 13 3. Any objects that may interfere with seeding or maintenance. 14 B. Scarify Subgrade 15 I. Scarify subgrade to a depth of 2-inches before depositing the required topsoil. 16 2. Compacted or heavily vegetated areas may be tilled 3-inches deep with City 17 approval 18 a. For tilled areas, use a heavy-duty disc or a chisel -type breaking plow, chisels 19 set not more than 10-inches apart. 20 b. Initial tillage shall be done in a crossing pattern for double coverage, then 21 followed by a disc harrow. Depth of tillage may be up to 3-inches. 22 c. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less 23 seed/water run-off 24 3. Areas near trees: Do not till within dripline of tree. Do not disturb the Tree 25 Protection Area, or canopy dripline. 26 C. Cleaning 27 1. Soil shall be further prepared by the removal of debris, building materials, rubbish, 28 and rock 1-inch and greater, and weeds. 29 D.Fine Grading: 30 I . After scarifying or tilling and cleaning, all areas to be seeded shall have 3-inches of 31 topsoil placed, be leveled, fine graded, and a weighted spike and harrow or float 32 drag. The required shall be the elimination of ruts, depressions, humps, and 33 objectionable soil clods. This shall be the final soil preparation step to be completed 34 prior to inspection before seeding. 35 2. Areas near trees: Do not disturb the Tree Protection Area, or canopy dripline 36 3.4 INSTALLATION 37 A. General 38 I. Seed only those areas indicated on the Drawings and areas disturbed by 39 construction. 40 2. Mark each area to be seeded in the field prior to seeding for City approval. CFI / OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 13, 2021 South Westside V Transmission Main City Project No. 103428-2 329214-6 NON-NATIVE SEEDING Page 6 of 8 3. Provide written notice of installation and maintenance schedule to resident or 2 business adjacent to the project 3 B. Broadcast Seeding 4 1. Broadcast seed in two (2) directions at right angles to each other. 5 2. Harrow or rake lightly to cover seed. 6 3. Never cover seed with more soil than twice its diameter. 7 C. Mechanically Seeding (Drilling): 8 I. Uniformly distribute seed over the areas shown on the Drawings or as directed. 9 2. All varieties of seed and fertilizer, as determined by soil testing report, may be 10 distributed at the same time provided that each component is uniformly applied at I the specified rate. 12 3. Drill seed at a depth of I/4-inch to 3/8-inch utilizing a pasture or rangeland type 13 drill. 14 4. Drill on the contour of slopes 15 5. After planting roll with a roller integral to the seed drill, or a corrugated roller of the 16 "Cultipacker" type. 17 6. Roll slope areas on the contour. 18 D.Hydromulching (only as approved by submittals) 19 1. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 20 a. Mixture is uniformly suspended to form a homogenous slurry. 21 b. Mixture forms a blotter -like ground cover impregnated uniformly with grass 22 seed. 23 c. Mixture is applied within thirty (30) minutes after placed in the equipment. 24 2. Placing 25 a. Uniformly distribute in the quantity specified over the areas shown on the 26 Drawings or as directed. 27 E. Fertilizing, as determined by soil testing report: uniformly apply fertilizer over seeded 28 area. 29 1. No fertilizer shall be applied within The Tree Protection Area, or dripline of trees. 30 F. Watering 31 I. Furnish water by means of temporary metering / irrigation, water truck or by any 32 other method necessary to achieve an acceptable stand of turf as defined in 3.13. 33 2. Water source shall be clean and free of industrial waste or other substances harmful 34 to the germination of the seed or growth of the vegetation. 35 3. Water soil to a minimum depth of4-inches within forty-eight (48) hours of seeding. 36 4. Water at least twice daily for fourteen (14) days after seeding in such a manner as to 37 prevent washing of the slopes or dislodgement of the seed, or as directed by the 38 City. 39 5. On day fifteen (15), apply an amount of water that is equal to the average amount of 40 rainfall plus I/2-inch per week until final acceptance by City. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 11, 2021 South Westside V Transmission Main City Project No. 103428-2 32 92 14 - 7 NON-NATIVE SEEDING Page 7 of 8 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 REINSTALLATION [NOT USEDI 3 3.7 FIELD QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE 10 A. Seeded Areas 11 1. Water and mow seeded area until completion and final acceptance of the Project or 12 as directed by the City. 13 2. Maintain the seeded area until each of the following is achieved: 14 a. Vegetation is evenly distributed 15 b. Vegetation is free from bare areas 16 c. Trim and maintain along edges including curbs, drives, and walkways with 17 maximum I -inch surface elevation change. 18 d. Includes protection, reseeding, and maintaining grades with no settlement over 19 1-inch, and immediate repair of erosion damage until the project receives final 20 acceptance. 21 B.Acceptance 22 1. Turf will be accepted once fully established as follows: 23 a. Seeded area must have minimum 70 percent uniform ground coverage without 24 bare areas greater than six -inches square or thirty-six (36) square inches and 25 blade height of 3-inches with two (2) mow cycles, minimum ten (10) days apart, 26 performed by the Contractor prior to consideration of acceptance by the City. 27 b. Grass shall be actively growing and free of disease and pests. 28 c. Ground surface to be smooth and free of foreign material and rocks or clods 1- 29 inch diameter and greater. 30 C.Rejection 31 1 City may reject seeded area based on the following items. 32 a. Weed populations 33 b. Poor installation including lack of coverage 34 c. Disease and/or pests 35 d. Insufficient or over watering 36 e. Poor or improper maintenance 37 f. Soil settlement in excess of 1-inch 38 3.14 ATTACHMENTS [NOT USED] 39 END OF SECTION 40 CITY OF FORT WORTH STANDARD CONS7RUCr ION SPECIFICATION DOCUMENTS Revised May 13, 2021 South Westside V Transmission Main City Project No. 103428-2 32 92 14 -8 NON-NATIVE SEEDING Page 8 of8 Revision Log DATE NAME SUMMARY OF CHANGE 5/13/2021 C Moon Removed information and det ails regarding sod, native grasses and wildflowers. I hest items are addressed in 329213 and new specificat ion 32 92 15. Updated 1.2 payment measurement. Items pertaining to fertilizer throughout document updat ed to include soil testing. 2.2 plant ingdat es updated to reflect typical frost dates. 3.3 Preparat ion updated to reflect current industry tree care standards for root zone disturbance. 3.4 Installat ion added descriptions to clarify watering. 3.13 Maintenance added descript ions to clarify acceptance and reject ion of seeded areas including growth, mow cycle and watering. Cf1'Y OF FORT WORTH STANDARD CONSTRUCFION SPECIFICATION DOCUMENTS Revised May 13, 2021 South Westside V Transmission Main City Project No. 103428-2 33 01 32 - 1 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF WATER TRANSMISSION MAINS Page 1 of3 1 SECTION 33 01 32 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION 3 OF WATER TRANSMISSION MAINS 4 PART I- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Requirements and procedures for Closed Circuit Television (CC CV) Inspection of 8 water transmission mains. 9 B. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Post -CCTV Inspection 16 1. Measurement 17 a. Measurement for this Item will be by the linear foot of line televised for CCTV 18 Inspection performed following flushing of the water transmission main. 19 2. Payment 20 a. Unit Price — The work performed and the materials furnished in accordance 21 with this Item are subsidiary to the unit price bid per linear foot of water pipe 22 complete in place, and no other compensation will be allowed. 23 3. The price bid shall include: 24 a. Mobilization 25 b. Digital file 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRA1IVE REQUIREMENTS 28 A. Coordination 29 1. Water Transmission Mains 30 a. Meet with City of Fort Worth Water Department staff to confirm that the 31 appropriate equipment is being used and that it has been properly disinfected 32 prior to installing in a potable water main. 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 01 33 00. 35 B. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTU STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South wcstside V Transmission Main CITY PROJECT NO. 103428-2 Addendum No. 3 330132-2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF WATER TRANSMISSION MAINS Page 2 of 3 I 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS 3 A. Post -CCTV submittals 4 1. 2 copies of CCTV video results on DVD of USB Hard Drive 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED! 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS INOT USED] 13 3.2 EXAMINATION (NOT USED] 14 3.3 PREPARATION 15 A. CCTV Equipment 16 1. Disinfect equipment with a diluted bleach solution prior to inserting into water 17 transmission main. 18 2. Use equipment specifically designed and constructed for such inspection. 19 3. Use equipment designed to operate in 100 percent humidity conditions. 20 4. Use equipment with a pan (+270 degrees), tilt, and rotates (360 degrees). 21 5. Use camera with an accurate footage counter that displays on the monitor the 22 distance of the camera (to the nearest 1/10 foot) from the centerline of the starting 23 manhole. 24 6. Provide sufficient lighting to illuminate the entire periphery of the pipe. 25 7. Provide color video. 26 3.4 INSPECTION (CCTV) 27 A. General 28 1. Begin inspection immediately after flushing of the water transmission main in 29 accordance with Section 33 04 40. 30 2. Move camera through the line in either direction at a moderate rate, stopping when 31 necessary to permit proper documentation of a defect or debris lodged within the 32 pipe. 33 3. Do not move camera at a speed greater than 30 feet per minute. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main CITY PROJECT NO. 103428-2 Addendum No. 3 330132-3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF WATER TRANSMISSION MAINS Page 3 of 3 4. Use manual winches, power winches, TV cable, and power rewinds that do not 2 obstruct the camera view, allowing for proper evaluation. 3 5. During investigation stop camera at each defect along the main. 4 a. Record the nature, location and orientation of the defect or lodged debris. 5 6. Pan and tilt the camera to provide additional detail at: 6 a. Joints 7 b. Outlets 8 c. Valves 9 d. Visible pipe defects such as cracked lining, obstructions or debris 10 7. Provide accurate distance measurement. 1 I a. The meter device is to be accurate to the nearest 1/10 foot. 12 8. CCTV inspections are to be continuous. 13 a. Do not provide a single segment of main in more than one file. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD IoR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING 20 A. Upon completion of CCTV activities, remove lodged debris and remedy any defects 21 found in the water transmission main prior to hydrostatic testing, disinfection, or 22 bacteriological testing in accordance with Section 33 04 40. 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South \Vcstside V Transmission Main CITY PROJECT NO. 103428-2 Addendum No. 3 1 2 3304 10-i JOINT BONDING AND ELECTRICAL ISOLATION Page 1 of7 SECTION 33 04 10 JOINT BONDING AND ELECTRICAL ISOLATION 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Joint bonding requirements for electrical continuity of: 7 a. Concrete cylinder pipe 8 b. Dielectrically coated steel pipe 9 c. Ductile iron pipe, as required on Drawings 10 2. Electrical isolation devices for installation at: 11 a. Connections to existing piping 12 b. Selected below grade to above ground piping transitions 13 B. Deviations from this City of Fort Worth Standard Specification 14 I. Updated For project specific requirements 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division I — General Requirements 19 3. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 I. When a pay item for Cathodic Protection exists: 23 a. Measurement 24 I) This Item is subsidiary to Cathodic Protection construction. 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 arc subsidiary to the Iutnp sum price bid for "Cathodic Protection" for each 28 material of utility pipe bid, and no other compensation will be allowed. 29 2. When a pay item for Cathodic Protection does not exist: 30 a. Measurement 31 I) Measurement for this Item is by lump sum. 32 b. Payment 33 1) The work performed and materials furnished in accordance with this Item 34 and measured as provided under "Measurement" will be paid for at the 35 lump sum price bid for "Joint Bonding and Electrical Isolation". 36 3. The price bid shall include: 37 a. Furnishing and installing Joint Bonding and Electrical Isolation as specified by 38 the Drawings 39 b. Mobilization 40 c. Excavation 41 d. Furnishing, placement, and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33 04 10 -2 JOINT BONDING AND ELECTRICAL ISOLATION Page 2 of 7 1 e. Field welding 2 f. Connections 3 g. Adjustments 4 h. Testing 5 i. Clean-up 6 j. Start-up/Commissioning 7 1.3 REFERENCES 8 A. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification, unless a date is specifically cited. 12 2. ASTM International (ASTM). 13 3. American Water Works Association (AWWA): 14 a. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. 15 4. NACE International (NACE). 16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED) 17 1.5 SUBMITTALS 18 A. Submittals shall be in accordance with Section 01 33 00. 19 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 20 specials. 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 22 A. Product Data 23 I. Manufacturer's catalog cut sheets shall be submitted for each item. 24 a. Include the manufacturer's name and provide sufficient information to show 25 that the materials meet the requirements of the Contract Documents for: 26 1) Flange Isolation 27 2) Bonding Clips for Concrete Cylinder Pipe 28 3) Thermite welding materials 29 4) Bond Wire 30 5) Weld Caps 31 2. Where more than 1 item or catalog number appears on a catalog cut sheet, clearly 32 identify the item proposed. 33 B. Test and Evaluation Reports 34 1. Record results for the Post -Installation Thermite Weld Inspection and submit to the 35 City for approval prior to backfilling. 36 2. Record results for bonded joint testing and submit to City for approval prior to 37 backfilling. 38 1.7 CLOSEOUT SUBMITTALS 39 A. Test results for electrical continuity, flange isolation and casing to carrier pipe isolation 40 shall be submitted to the City. 41 B. Results of all testing are to be submitted to City for inclusion in the O&M manual. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South VVestside V Transmission Main City Project No. 103428-2 3304 10 -3 JOINT BONDING AND ELECTRICAL ISOLATION Page 3 of 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 5 1.12 WARRANTY (NOT USED] 6 PART2- PRODUCTS 7 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 8 2.2 MATERIALS 9 A. Joint Bonding and Electrical Isolation Materials to be incorporated into the project 10 include, but are not limited to, the following: I 1 1. Electrical continuity bonds 12 2. Flange isolation assemblies 13 B. Electrical Continuity Bonds 14 1. Applications for Electrical Continuity Bonding include the following: 15 a. Bonding across bolted joint assemblies 16 b. Bonding across gasketed joint assemblies 1.7 c. Bonding across bell & spigot joint assemblies 18 2. Thermite Weld Materials 19 a. Charges and Molds- Thermite molds and charges shall be used. Charges and 20 mold size shall be as specified by Erico or Thermoweld for the specific surface 21 configuration. 22 3. Weld Caps/Coating Weld Coating- 23 a. Coating for welds shall be Kop-Coat as manufactured by Carbolinc or Royston 24 Handy Caps (caps prefilled with mastic) 25 b. Weld Cap- The coated weld shall be covered with a plastic weld cap. 26 4. Bond Wire 27 a. Bond wire shall be 7 stranded copper cable, #2 AWG with THHN insulation, 28 minimum length 18" per bond. 29 C. Flange Isolation 30 I. Required applications of dielectric flange isolation assemblies include, but are not 31 limited to, selected locations where new piping is mechanically connected to 32 existing piping. (should be existing, but shall be maintained and protected) 33 2. Gasket 34 a. Isolating and seal gasket 35 b. G-t0 Epoxy Glass material 36 c. Full face 37 d. I/8-inch thickness 38 e. Use with a minimum of I EDPM sealing element placed in a tapered groove. 39 f. NSF 61 certified 40 g. A minimum of 800 volts/mil dielectric strength is required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33 04 10-4 JOINT BONDING AND ELECTRICAL ISOLATION Page of 1 h. Flange shall seal for the test pressure without leaking. 2 3. Sleeves 3 a. Provide full length mylar sleeves. 4 4. Washers 5 a. Provide double G-10 washer sets. 6 2.3 ACCESSORIES [NOT USED) 7 2.4 SOURCE QUALITY CONTROL [NOT USED) 8 PART3- EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] I1 3.3 PREPARATION 12 A. Preparation of Concrete Pipe for Bonding 13 I. General 14 a. Fabrication 15 1) Use concrete pipe for this project that has been fabricated in such a manner 16 as to establish electrical continuity between metallic components of pipe 17 and joints. 18 b. Acceptable Methods 19 1) Establish electrical continuity as indicated in the Contract Documents. 20 2. Criteria for Electric Continuity 21 a. Tensile Wire 22 1) Pipe manufacturer is to obtain a resistance no greater than 0.03 ohms 23 between any wire and steel joint ring at end of pipe farthest from that wire. 24 2) Manufacturer is to report values obtained and method of measurement. 25 b. Internal Pipe Joint Components 26 1) Pipe manufacturer is to obtain resistance of less than 0.03 ohms between 27 any component and steel pipe cylinder. 28 3. Tensile Wire Continuity 29 a. Establish continuity between tensile wire coils and steel cylinder on embedded 30 cylinder type pre -stressed pipe by tightly wrapping tensile wire over longitudinal 31 mild steel straps during pipe manufacture. 32 b. Use and install 2 continuous straps 180 degrees apart longitudinally along the 33 pipe. 34 1) These straps must maintain electrical continuity between metallic 35 components. 36 c. Use steel straps made of mild steel and free of grease, mill scale or other high 37 resistance deposits. 38 d. Make longitudinal straps electrically continuous with pipe cylinder by steel 39 fasteners of suitable dimensions placed between steel cylinder and longitudinal 40 straps. 41 I) Connect fasteners so as to remain intact during pipe fabrication process. 42 4. Steel Cylinder Continuity 43 a. Establish continuity of all joint components and steel cylinder. COPY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330410-5 JOINT BONDING AND ELECTRICAL ISOLATION Page 5 of7 I 1) These components include anchor socket brackets, anchor socket, spigot 2 ring and bell ring. 3 b. If mechanical contact does not provide a resistance of less than 0.03 ohms 4 between components, tack weld component to provide electrical continuity. 5 6 B. Preparation of Steel Pipe for Bonding I. Bonding wires are not required for welded steel pipe. 7 2. Mechanical jointed steel pipe requires the installation of bond wires across the joint 8 as shown on the Drawings. 9 C. Preparation of Ductile Iron Pipe for Bonding 10 1. Install insulated bond wires as shown on the Drawings. 11 D. Electrical Bond Wires 12 1. Electrical bond wires are to be a minimum No. 4 AWG, 7 stranded, copper cable 13 with THHN insulation. 14 2. Remove l inch of insulation from each end of the bond wire. 15 3. Thermite weld the bond wires to the pipeline. 16 4. Provide the minimum number of bond wires as shown on Drawings for steel or 17 ductile iron pipe. 18 E. Electrical Bond Clip 19 1. Weld 3 ASTM A36 steel bonding clips, each approximately 0.13 inches thick, 2.5 20 inches long, and 1.25 inches wide, with I/8-inch fillet welds to the bell and spigot 21 of adjacent pre -stressed concrete cylinder pipe or steel pipe with rubber gasketed 22 joints. 23 2. Manufacture clips to maintain continuity regardless of small deflections of finished 24 joints. 25 3.4 INSTALLATION 26 A. Installation of Electrical Continuity Bonds by Thermite Welding 27 1. Inspection 28 a. Use continuous bond wires with no cuts or tears in the insulation covering the 29 conductor. 30 2. General 31 a. Attach bond wires at required locations by thermite welding process. 32 3. Thermite Welding Methods 33 a. Perform thermite welding of bond wires to piping in the following manner: 34 I) Clean and dry pipe to which the wires are to be attached. 35 2) Use grinding wheel or file to remove all coating, mill scale, oxide, grease 36 and dirt from an area approximately 3 inches square. 37 a) Grind surface to bright metal. 38 3) Remove approximately I inch of insulation from each end of wire to be 39 thermite welded to pipe exposing clean, oxide -free copper for welding. 40 4) Select proper size thermite weld mold as recommended by manufacturer. 41 Place wire or strap between graphite mold and the prepared metal surface. 42 5) Place metal disk in bottom of mold. 43 6) Pour thermite weld charge into the mold. Squeeze bottom of cartridge to 44 spread ignition powder over charge. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South VVestside V Transmission Main City Project No. 103928-2 330410-6 JOINT BONDING AND ELECTRICAL ISOLATION Page of l 7) Close mold cover and ignite starting powder with flint gun. 2 8) After exothermic reaction, remove thermite weld mold and gently strike 3 weld with a hammer to remove weld slag. 4 9) Pull on wire or strap to assure a secure connection. 5 10) If weld is not secure or the bond breaks, repeat procedure with new wire. 6 1 I) If the weld is secure, coat all bare metal and weld metal with weld coating 7 and protective cap. 8 4. Post -Installation Thermite Weld Inspection 9 a. Contractor is responsible for all testing. 10 b. All testing is to be performed by or under the supervision of certified NACE 11 personnel. 12 c. Visually examine each thermite weld connection for strength and suitable 13 coating prior to backfilling. 14 d. Measure resistance through selected bonded joints with a digital low resistance 15 ohmmeter (DLRO). 16 1) Resistance of 0.001 ohms or less is acceptable. 17 2) If the above procedure indicates a poor quality bond connection, reinstall I8 the bond. 19 3) Record results and submit to the City for approval prior to backfilling. 20 5. Backfilling of Bonded Joints 21 a. Perform backfilling of bonded piping in manner that prevents damage to the 22 bonds and all connections to the metallic structures. 23 b. Use appropriate backfill material to completely cover the electrical bond. 24 c. Provide protection so that future construction activities in the area will not 25 destroy the bonded connections. 26 d. If construction activity damages a bonded connection, install new bond wire. 27 B. Installation of Pipeline Flange Isolation Devices 28 1. Placement 29 a. Install isolation joints at the locations shown on the Drawings. 30 b. Where there is existing electrical isolation and a blind flange at tie-in 31 connections to adjacent pipelines, the Contractor is responsible for ensuring 32 isolation and test stations are in place after the tie-in is complete. 33 2. Assembly 34 a. Place gasket, sleeves and washers as recommended by the manufacturer. 35 b. Follow manufacturer's recommendations for even tightening to proper torque. 36 3. Testing 37 a. Immediately after an electrical isolation fitting has been installed, contact the 38 City to witness testing for electrical isolation effectiveness. 39 4. Painting 40 a. Do not use metal base paints on electrical isolation devices. 41 5. Encapsulation 42 a. Encapsulate below -grade isolation joints with the Denso Densyl Tape system 43 after the isolation joint has been tested for effectiveness. CITY OF FORT WORTH STANDARD CONSFRUCFION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330410-7 JOINT BONDING AND ELECTRICAL ISOLATION Page 7 of 7 I 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 A. Testing of Joint Continuity Bonds and Isolation Joints 5 1. After the completion of the continuity bonding of individual joints, but before the 6 pipe is backfilled, each bonded joint shall be tested for electrical continuity. 7 2. A DC current shall be impressed on the pipe on I side of the Joint under test using a 8 portable 12-volt battery and a driven ground rod. The battery shall be connected 9 such that the positive terminal is connected to the ground rod and the negative 10 terminal is connected to the pipe section under test. The tnagnitude of test current is I l not important as long as it causes a change in pipe -to -soil potential on the section of 12 pipe that is in the test current circuit. 13 3. The pipe -to -soil potential shall be measured on each side of the isolation Joint using 14 a high impedance voltmeter and portable copper/copper sulfate reference electrode 15 with the test current "on" and "off'. 16 4. A joint is considered electrically continuous if the "on" and "off' potentials are the 17 same on either side of the joint under test. 18 5. This same procedure shall be used to test individual isolation Joints except that the 19 Joint is considered effective if the pipe -to -soil potential is not the same when 20 measured on each side of the Joint when the test current is "on". 21 6. Record results and submit in accordance with this Specification. 22 3.8 SYSTEM STARTUP [NOT USED] 23 3.9 ADJUSTING [NOT USED] 24 3.10 CLEANING [NOT USED] 25 3.11 CLOSEOUT ACTIVITIES [NOT USED] 26 3.12 PROTECTION [NOT USED] 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 31 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.0 - Modified material specifications for gaskets, sleeves and washers CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330411-1 CORROSION CONTROL TEST STATIONS I'agc 1 of7 1 SECTION 33 04 11 2 CORROSION CONTROL TEST STATIONS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Test station materials and installation requirements, as shown on the Drawings, at: 7 a. Foreign pipeline crossings 8 b. Below -grade pipeline electrical isolation joints 9 c. Magnesium anode bed locations 10 2. Required applications of corrosion control test stations include locations where 11 future testing is anticipated for the following reasons: 12 a. Testing to determine the effectiveness of the installed Cathodic Protection 13 systems and to allow for startup adjustments 14 b. Testing to determine interference effects from and on adjacent or crossing 15 foreign underground structures 16 c. Testing to determine sources and magnitude of stray DC currents and required 17 mitigative measures 18 d. Periodic monitoring to determine status of existing Cathodic Protection 19 systems, stray current and foreign line influence 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. Updated For project specific requirements 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 24 Contract 25 2. Division 1 — General Requirements 26 3. Section 33 04 12 — Magnesium Anode Cathodic Protection System 27 1.2 PRICE AND PAYMENT PROCEDURES 28 A. Measurement and Payment 29 1. Measurement 30 a. This Item is considered subsidiary to the Cathodic Protection construction. 31 2. Payment 32 a. The work perfumed and the materials furnished in accordance with this Item 33 are subsidiary to the lump sum price bid for "Cathodic Protection" for each 34 material of utility pipe bid, and no other compensation will be allowed. 35 1.3 REFERENCES 36 A. Reference Standards 37 1. Reference standards cited in this Specification refer to the current reference 38 standard published at the time of the latest revision date logged at the end of this 39 Specification, unless a date is specifically cited. 40 2. NACE International (NACE). 41 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 42 1.5 SUBMITTALS 43 A. Submittals shall be in accordance with Section 01 33 00. 44 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 45 specials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33041I -2 CORROSION CONTROL TEST STATIONS Page 2 of 7 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Submit product data for all components of the Corrosion Control Test Stations. 4 Data submitted shall include: 5 a. Test Station 6 b. Wiring 7 c. Splicing materials 8 d. Thermite weld materials 9 e. Weld coatings 10 1.7 CLOSEOUT SUBMITTALS 11 A. Structure -to -soil potential data shall be submitted to the City. 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE 14 A. Certifications 15 1. Provide manufacturer's certifications that all components of the corrosion control 16 system meet the requirements of the Contract Documents. 17 a. The certification shall reference the applicable Section of the Specifications and 18 the applicable standard details. 19 B. Inspection 20 I. The City may, at its own cost, inspect the Cathodic Protection materials prior to, or 21 during, installation. 22 C. Drawings 23 1. The drawings for the corrosion control test stations are diagrammatic and shall not 24 be scaled for exact locations, unless scales are explicitly stated on the specific 25 drawing. 26 2. Field conditions, conflicts with other utilities or mechanical and structural features 27 shall determine exact locations. 28 3. Contractor shall note other existing utilities in the area and during excavation, shall 29 not damage these utilities. 30 4. Any damaged utilities shall be repaired to the satisfaction of the City at the 31 Contractor's expense. 32 1.10 DELIVERY, STORAGE, AND HANDLING 33 A. Delivery 34 I. Coordinate the delivery of test station materials. 35 B. Storage and Handling Requirements 36 1. Secure and maintain a location to store the material in accordance with Section 01 37 66 00. 38 Packaging Waste Management 39 1. Dispose of waste materials properly and remove from job site after installation is 40 complete. 41 1.11 FIELD [SITE] CONDITIONS [NOT USED] 42 1.12 WARRANTY [NOT USED] 43 PART 2 - PRODUCTS 44 2.1 OWNER -FURNISHED [oR) OWNER -SUPPLIED PRODUCTS [NOT USEDI 45 2.2 MATERIALS 46 A. Flush Mount Test Stations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330411-3 CORROSION CONTROL TEST STATIONS Page 3 of 7 1 I. Test stations shall consist of test wires, a terminal head and a traffic box as shown 2 on the Drawings. 3 2. The terminal head shall be a 7 terminal "Big Fink" as manufactured by Cott 4 Manufacturing Company or approved equal. 5 3. The test station shall be installed in a 24-inch x 24-inch x 6-inch concrete pad. 6 4. The Precast Concrete traffic box shall be a 10.25-inch diameter 3-RT with a cast 7 iron cover marked "CP Test" as manufactured by Brooks Products, Inc. or approved 8 equal. 9 5. Install a marker sign adjacent to all flush -mounted test stations. 10 B. Above -Grade Test Stations (Pole Mount) 11 1. At test station locations where flush mounted structures cannot be installed, or 12 where stated on Drawings, an above -grade test station shall be used, and placed 13 such that possible damage from vandalism, traffic, etc. is minimized. 14 2. The test station shall be a 7 terminal "Big Fink" as manufactured by Cott 15 Manufacturing or approved equal. 16 3. The "Big Fink" test station shall be mounted on a 5 foot length of 3-inch diameter 17 UV -resistant plastic conduit. 18 4. The test station shall be installed adjacent to a permanent structure, if available, for 19 physical protection. 20 a. If exposed to traffic, provide a frangible base for test station. 21 5. The interior of the test station conduit shall be filled with Portland cement concrete 22 after the installation of the test and bond wires. 23 6. The test station conduit shall be installed with a 12 inch diameter concrete 24 foundation as shown on the Drawings. 25 C. Permanent Reference Electrodes 26 I. The permanent reference electrode shall be a copper sulfate Permacell Plus double 27 membrane ceramic cell in a geomembrane package as manufactured by Corrpro 28 Companies, Inc. or approved equal. 29 2. Equip with No. 14 AWG stranded copper wire with bhie HMWPE insulation of 30 suitable length to attach to the terminal board of the test station. 31 D. Test Station Lead Wires 32 1. Test station lead wires of all sizes shall have TW, THW, or THHN insulation as 33 shown on the Drawings. 34 2. Insulation type shall be color coded based upon connection to underground 35 structures. 36 a. Protected pipeline: white 37 b. Foreign structures: red 38 c. Steel casings: yellow 39 d. Permanent reference cells: blue 40 e. Anode header cable: black (HMWPE) 41 f. Unprotected or existing pipeline: black (HMWPE) 42 3. Test station lead wires shall be terminated on the test station terminal board 43 utilizing crimped on solderless ring terminals. 44 4. All terminal boards shall be wired by the installer as shown on the Drawings. 45 E. Thermite Weld Equipment 46 1. Charges and Molds CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 CORROSION CONTRO 33 04 11 - 4 TEST STATIONS Page 4 of 7 1 a. Weld charges and mold size shall be specified by the manufacturer for the 2 specific surface configuration. 3 b. Use only the correct charges for the specific application. 4 c. Welding charges and molds shall be Erico, Cadweld or Continental Industries 5 Thermoweld. 6 2. Weld Coating 7 a. Coat weld with bitumastic coating and protective weld cap; Carboline or 8 Royston Handy -Cap or approved equal. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION [NOT USED! 14 3.3 PREPARATION [NOT USED] 15 3.4 APPLICATION / INSTALLATION 16 1. Install test stations at each of the locations scheduled on the Drawings. At a 17 minimum, test stations are required at each of the following locations: 18 a. At all major underground metallic pipeline crossings 19 b. At all cased crossings and tunnels (both ends) 20 c. At all underground isolation flanges 21 d. At all magnesium anode ground bed locations 22 B. General 23 1. Install test stations at locations indicated on Drawings, 24 a. The Drawings specify the type of test station to be installed at each location. If 25 there are isolation joints and test stations at the end of the adjacent pipeline, it is 26 the Contractor's responsibility to ensure isolation and test stations are in place 27 at the completion of the project. 28 b. Any change in test station type subject to approval by the City or its designated 29 representative. 30 2. Use continuous test station lead wires without splices, cuts or tears in the insulation. 31 3. Locate test stations as indicated on Drawings, as close to the pipe as possible. 32 a. If the pipe is installed under a road, place the test station at the curb for easy 33 access. 34 4. Attach test lead wires to the pipe by thermite welding. 35 5. Attach test wires to the pipe prior to backfilling. 36 6. Use color coded test wires as indicated on the Contract Documents. 37 7. Wire test station terminal board configurations as shown on the Drawings. 38 8. At foreign pipeline crossing test stations: 39 a. Notify the owners of the pipeline and obtain permission before the test leads are 40 connected to their pipeline. 41 b. The foreign pipeline owner should have a representative present. 42 c. Contractor shall not install lead wires or bond wires on foreign pipelines. 43 d. If foreign pipeline owner refuses test leads connected to their pipeline, then 44 document owner's refusal and install potential test station on water main. 45 e. Document the owner's contact name, phone number, email address and date of 46 contact. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330411-5 CORROSION CONTROL TEST STATIONS I'agc 5 of 7 1 f. Submit documentation to the City or its designated representative. 2 C. Flush -Mount Test Stations 3 1. Install as shown on the Drawings. 4 2. Sufficient slack shall be coiled beneath the test station to allow for soil settlement 5 and to prevent damage to the leads during backfilling. 6 a. Additional slack shall be left to allow for withdrawal of the terminal board a 7 minimum of 18 inches above the top of the precast concrete traffic box for test 8 purposes. 9 3. Install with permanent copper sulfate reference electrodes where indicated on the 10 Drawings. 11 a. Install permanent reference electrode approximately 6 inches from the pipe. 12 b. Compact native soil by hand around the electrode. 13 c. The balance of the backfill shall be select granular backfill material. 14 d. Saturate the backfilled permanent reference electrode with 5 gallons of water. 15 4. Set test stations installed outside areas of permanent paving materials in a Portland 16 cement concrete pad. 17 a. The concrete pad shall be a minimum of 24 inches square and no Tess than 6 18 inches thick. 19 D. Above -Grade Test Stations (Pole Mount) 20 I. Install above -grade test stations where indicated on Drawings. 21 2. Use and location of above -grade test stations shall be approved by the City or its 22 designated representative. 23 3. Locate test station adjacent to a permanent structure (e.g. a power pole), if 24 available, for physical protection. 25 4. Coil sufficient slack beneath the test station to allow for soil settlement and to 26 prevent damage to the leads during backfilling. 27 5. Pour a 12 inch diameter concrete foundation around the test station conduit as 28 shown on Drawings. 29 E. Test Lead Wire Attachment 30 1. Attach test leads to the pipe by thermite welding directly to the pipe on steel and 31 ductile iron pipelines as shown on Drawings. 32 2. The pipe to which the wires are to be attached shall be clean and dry. 33 3. When connecting directly to the pipe, use a grinding wheel or file to remove all 34 coating, mill scale, oxide, grease and dirt from an arca approximately 3 inches 35 square. 36 a. Grind the surface to bright metal. 37 4. The wires to be thermite welded to the pipe shall have approximately 1 inch of 38 insulation removed from each end, exposing clean, oxide -free copper for welding. 39 5. Using the proper size thermite weld mold as recommended by the manufacturer, 40 place the wire between the graphite mold and the prepared metal surface. 41 a. Use a copper sleeve crimped over the wire for all No. 10 AWG or smaller 42 wires. 43 6. Place the metal disk in the bottom of the mold. 44 7. Pour the thermite weld charge into the mold. 45 8. Squeeze the bottom of the cartridge to spread ignition powder over the charge. 46 9. Close the mold cover and ignite the starting powder with a flint gun. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330411-6 CORROSION CONTROL TEST STATIONS Page6of7 1 10. After the exothermic reaction, remove the thermite weld mold and gently strike the 2 weld with a hammer to remove the weld slag. 3 11. Pull on the wire to assure a secure connection. 4 12. If the weld is not secure or the wire breaks, repeat the procedure. 5 13. If the weld is secure, coat all bare metal and weld metal with biturnastic coating and 6 protective cap. 7 F. Post Installation Backfilling of Test Station — Lead Wires 8 1. Protect test station wires to prevent damage to the wire insulation and conductor 9 integrity during backfilling. 10 2. After completion of the backfilling of the test wires to the pipe, verify the 11 connection by measuring and recording a pipe -to -soil potential. 12 3. Replace any test wire found to have a high resistance connection. 13 3.5 REPAIR / RESTORATION [NOT USED] 14 3.6 RE -INSTALLATION (NOT USED] 15 3.7 FIELD QUALITY CONTROL 16 A. All test stations shall be visually inspected during the final walk through. 17 B. Materials or installation work not conforming to the requirement of this Specification 18 shall be replaced or repaired to the City's satisfaction. 19 C. Damaged or missing test station components shall be replaced by equal components. 20 3.8 SYSTEM STARTUP 21 A. Commissioning 22 I. Native state structure -to -soil potentials shall be acquired along the water main and 23 submitted to the City. 24 B. Method 25 I. Measure native state structure -to -soil potentials along the water line using a 26 portable reference electrode at the following locations: 27 a. Each test station 28 b. Above grade pipeline appurtenances 29 c. Test stations on foreign pipelines crossing or parallel to the water main. 30 d. Close Interval Survey as described in Section 33 04 12. 31 2. Verify that all electrical isolation devices are operating properly including flange 32 isolators and casing spacers. 33 C. Contractor is responsible for all testing. 34 D. All testing is to be done by or under the supervision of certified NACE personnel. 35 E. Record results and submit in accordance with this Specification. 36 3.9 ADJUSTING [NOT USED] 37 3.10 CLEANING [NOT USED] 38 3.11 CLOSEOUT ACTIVITIES [NOT USED[ 39 3.12 PROTECTION (NOT USED] 40 3.13 MAINTENANCE 41 A. Refer to Section 33 04 12. 42 3.14 ATTACHMENTS [NOT USED] 43 44 45 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South VVestside V Transmission Main City Project No. 103928-2 CORROSION CONTROI. 330411-7 EST STATIONS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.D.2 - revised insulation color coding CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-1 MAGNESIUM ANODE CATHODIC PROTECTION Page 1 of 10 1 SECTION 33 04 12 2 MAGNESIUM ANODE CATFIODIC PROTECTION 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 I. Requirements for Cathodic Protection Systems on concrete cylinder pipes carbon 7 steel pipes and ductile iron pipes using Magnesium Anodes 8 2. The Cathodic Protection System shall include, but not be limited to the following: 9 a. Materials and installation 10 b. Post -installation survey 11 c. Final Report to include recommendations 12 B. Deviations from this City of Fort Worth Standard Specification 13 I. Weight and size of anodes defined. 14 2. Test Stations changed from traffic box to post mounted. 15 3. Depth and location of anodes defined for project specifics. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 18 Contract 19 2. DivisionI — General Requirements 20 3. Section 33 05 26 — Utility Markers/Locators 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Measure 24 a. Measurement for this Item shall be by lump sum and shall include joint 25 bonding, electrical isolation and corrosion control test stations. 26 2. Payment: 27 a. The work performed and materials furnished in accordance with this Item shall 28 be paid for at the lump sum price bid for "Cathodic Protection" for each 29 material of utility pipe bid. 30 3. The price bid shall include: 31 a. Mobilization 32 b. Anode groundbeds 33 c. Anode test stations 34 d. Excavation 35 e. Furnishing, placement, and compaction of backlit' 36 f. Field welding 37 g. Connections 38 h. Adjustments 39 i. Testing 40 j. Clean-up 41 k. Start-up/Commissioning 42 1.3 REFERENCES 43 A. Abbreviations and Acronyms 44 I. AWG: American Wire Gauge CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-2 MAGNESIUM ANODE CATFIODIC PROTECTION Page 2 of 10 1 2. CSE: Copper/Copper Sulfate Reference Electrode 2 3. HMWPE: High Molecular Weight Polyethylene 3 B. Definitions 4 I. Anode: The electrode of an electrochemical cell at which oxidation occurs. 5 2. Cable/Wire: One conductor or multiple conductors insulated from one another. 6 3. Cathode: The electrode of an electrochemical cell at which reduction is the 7 principal reaction. 8 4. Cathodic Polarization: The change of electrode potential in the negative direction 9 caused by direct current (DC) flow across the electrode/electrolyte interface. 10 5. Cathodic Protection: A technique used to reduce the corrosion of a metal surface by 11 making that surface the cathode of an electrochemical cell. 12 6. Corrosion: Degradation of a material, usually a metal, that results from a reaction 13 with its environment. 14 7. Contractor's Corrosion Control Engineer: NACE certified, licensed engineer in the 15 state of Texas, employed by a Corrosion Engineering Firm. 16 8. Corrosion Engineering Firm. Engineering firm in charge of the corrosion protection 17 installation and testing on behalf of the Contractor. 18 9. Criterion: Standard for assessment of the effectiveness of a Cathodic Protection 19 System. 20 10. Current: Flow of electric charge. 21 11. Electrode: A conductor used to establish contact with an electrolyte and through 22 which current is transferred to or from an electrolyte. 23 12. Electrolyte: A chemical substance containing ions that migrate in an electric field 24 (i.e., soil or water). 25 13. Foreign Structure: Any metallic structure that is not intended as a part of a system 26 under Cathodic Protection. 27 14. Galvanic Anode: A metal that provides sacrificial protection to another metal that is 28 less active (more noble) when electrically coupled in an electrolyte. 29 15. Interference: Any electrical disturbance on a metallic structure as a result of stray 30 current. 31 16. Pipe -to -Electrolyte Potential: The potential difference between the pipe and the 32 electrolyte that is measured with reference to an electrode in contact with the 33 electrolyte. 34 17. Polarized Potential: The potential across the structure/electrolyte interface that is 35 the sum of the free corrosion potential and the cathodic polarization 36 18. Reference Electrode: An electrode whose open -circuit potential is constant under 37 similar conditions of measurement and is used to measure the relative potentials of 38 other electrodes 39 19. Stray Current: Current flow through paths other than the intended circuit. 40 20. Voltage: Electromotive force or difference in electrode potential expressed in volts. 41 C. Reference Standards 42 I. NACE International (NACE). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-3 MAGNESIUM ANODI CATHODIC PROTECTION Page 3 of 10 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Product Data 7 I. Submit product data for all components of the Cathodic Protection System. Data 8 submitted shall include: 9 a. Anodes 10 b. Anode Test Stations 11 c. Wiring 12 d. Splicing Materials 13 e. Thermite Weld Materials 14 f. Weld Coatings 15 1.7 CLOSEOUT SUBMITTALS 16 A. The results of all testing procedures shall be submitted to the Engineer or the City for 17 review and approval. Testing information required includes: 18 1. Anode groundbed current outputs 19 2. Pipe -to -soil potentials 20 3. Results of interference testing 21 4. Results of electrical isolation joint tests 22 5. Operating and maintenance instructions 23 B. Results of all testing are to be submitted to Owner for inclusion in the O&M manual. 24 C. Provide written documentation from the Corrosion Control Engineer of any deficiencies 25 discovered during the post installation inspection. 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE 28 A. Qualifications 29 1. Cathodic Protection installer shall show adequate documented experience in the 30 type of Cathodic Protection work required for the project. 31 B. Certifications 32 I. The Contractor shall, upon request by City, furnish manufacturer's certified test 33 reports that indicate that anodes meet Specifications and that all tests have been 34 performed in accordance with the applicable standards. 35 1.10 DELIVERY, STORAGE, AND HANDLING 36 A. Delivery of Cathodic Protection materials shall be coordinated by the Contractor. 37 B. Storage and Handling Requirements 38 1. Secure and maintain a location to store the material in accordance with Section 01 39 66 00. 40 C. Packaging Waste Management 41 1. Dispose of anode and thermite weld material packaging properly and remove from 42 the job site after installation is complete. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 3304 12 -4 MAGNESIUM ANODE CATHODIC PROTECTION Page 4 of 10 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2-. PRODUCTS 4 2.1 OWNER -FURNISHED loa] OWNER-SUPPLIEDPRODUCTS (NOT USED] 5 2.2 MATERIALS 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 A. Sacrificial Anodes - Magnesium 1. Magnesium Anodes a. Use high potential prepackaged Magnesium Anodes with a cast anode weight of 40 pounds, and a nominal 3" x 3" x 60" ingot size. b. The metallurgical composition of the Magnesium Anodes shall conform to the following: Element Content (%) Al 0.01 Mn 0.50 to 1.30 Cu 0.02 Maximum Ni 0.001 Maximum Fe 0.03 Maximum Other 0.05 Each or 0.3 Maximum (Total) Magnesium Remainder 2. Magnesium Anode Current Capacity a. Magnesium Anodes require a current capacity of no less than 500 amp -hours per pound of magnesium. 3. Anode Backfill Material a. Use chemical backfill material around all galvanic anodes. b. Backfill provides a reduced contact resistance to earth, provides a uniform environment surrounding the anode, retains moisture around the anode and prevents passivation of the anode. c. All galvanic anodes shall come prepackaged in a backfill material conforming to the following composition: 1) Ground hydrated gypsum: 75 percent 2) Powdered bentonite: 20 percent 3) Anhydrous sodium sulfate: 5 percent 4) Have a grain size backfill such that 100 percent is capable of passing through a 20-mesh screen and 50 percent is retained by a 100-mesh screen. d. Completely surround the anode with the backfill mixture within a cotton bag. e. For cast magnesium ingots, the required weight of backfill shall be as follows: Anode Weight (Pounds) Backfill Weight (Pounds) Total Weight (Pounds) 17 44 61 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-5 MAGNESIUM ANODE CATHODIC PROTECTION Page 5 of 10 20 50 70 32 58 90 40 65 105 , 48 48 96 60 70 130 1 4. Anode Lead Wires 2 a. For the lead wire for the Magnesium Anodes, use a 10-foot length of No. 12 3 AWG solid copper wire equipped with TW or THW insulation. 4 5. Lead Wire Connection to Magnesium Anode 5 a. Cast Magnesium Anodes with a 20 gauge galvanized steel core. 6 b. Extend 1 end of the core beyond the anode for the lead wire connection. 7 c. Silver -solder the lead wire to the core and fully insulate the connection. 8 B. Splicing Tape 9 I. Tape used for covering anode lead wire to anode header cable connections shall be 10 2 layers of Scotch 130C rubber splicing tape, then 2 layers of Scotch 88 vinyl 11 electrical tape as manufactured by 3M Scotch, or approved equal. 12 2. Taped splices shall be covered with a coating of 3M Scotchkote electrical coating, 13 or approved equal. 14 C. Crimping Lugs 15 1. Crimping lugs used to connect the anode lead wire to anode header cable shall be 16 copper compression crimpit Catalog No. YC IOC l O as manufactured by Burndy, or 17 approved equal. 18 D. Anode Header Cable 19 I. Anode header cables routed between the anode groundbed and the test stations shall 20 be #8 AWG stranded copper conductors with type HMWPE insulation (black). 21 E. Anode Test Stations 22 1. Anode test stations shall consist of' test wires, a terminal head and a traffic box as 23 shown on the Drawings. 24 2. The terminal head shall be a minimum 7 terminal Big Fink test station as 25 manufactured by Cott Manufacturing Company, or approved equal. 26 3. The Precast Concrete traffic box shall be a I0.25-inch diameter 3-RT with a cast 27 iron cover marked "CP Test" as manufactured by Brooks Products, Inc, or approved 28 equal. 29 4. If the area is not paved, the test station shall be installed in a 24-inch x 24-inch x 6- 30 inch square concrete pad. 31 5. Install a marker sign adjacent to all flush -mounted test stations. 32 F. Shunt 33 1. Monitoring shunt shall be a 0.01 ohm Type RS shunt as manufactured by 34 Holloway, or approved equal. 35 2. There shall be at least 1 shunt in each Magnesium Anode test station. 36 G. Test Lead Wire 37 I. Test station lead wires shall be #I2 AWG stranded copper cable with type TW, 38 THW or THHN insulation,color of lead wires shall be as shown on the drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-6 MAGNESIUM ANODE CATHODIC PROTECTION Page 6 of 10 1 H. Permanent Reference Electrode 2 1. The permanent reference electrode shall be a copper sulfate Permacell Plus double 3 membrane ceramic cell in a geomembrane package, as manufactured by Conpro 4 Companies, Inc., or approved equal. 5 2. The permanent reference electrode shall be equipped with No. 14 AWG stranded 6 copper wire with blue HMWPE insulation of suitable length to attach to the 7 terminal board of the test station. 8 I. Marker Sign 9 1. Provide marker sign in accordance with Section 33 05 26. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 INSTALLATION 17 A. Installation of Sacrificial Anodes 18 1. Placement 19 a. Each anode shall be installed vertically in a 12-inch diameter hole with the top 20 of the anode at the same elevation as the top of pipeline or by trench 21 maintaining the same spacing as shown on the Drawings. 22 b. Centerline of the anode shall be at a minimum of 5 feet from the centerline of 23 the pipe. 24 c. Anodes shall be installed within the permanentproject right-of-way aligned as 25 shown on the Drawings. 26 d. For steel and concrete cylinder pipes, the anodes shall be placed on the side of 27 the easement closest to the gas pipelines as shown on the Drawings. For ductile 28 iron pipe, the second row of anodes shall be placed on the opposite side of the 29 pipeline. 30 2. Augured Hole 31 a. The anode hole diameter shall easily accommodate the anode. 32 3. Backfilling 33 a. After the hole is augured, the packaged anode shall be lowered into the hole 34 and the soil shall be firmly tamped around the package so that it is in intimate 35 contact with the package. 36 b. Pour a minimum of 5 gallons of water into the anode hole. 37 c. Backfill the remainder of the anode hole. 38 4. Anode Lead Wire 39 a. Lead wires from the anodes shall be run underground at a minimum depth of 24 40 inches. 41 b. Each anode lead wire shall be connected to an anode header cable as indicated 42 on the Drawings. 43 5. Handling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-7 MAGNESIUM ANODE CATHODIC PROTECTION Page 7 of 10 1 a. Anodes shall be handled in a manner that will avoid damaging anode materials 2 and wire connections. 3 B. Installation of Permanent Reference Electrode 4 I. Location 5 a. Install 1 permanent copper sulfate reference electrode at each anode ground 6 bed. 7 b. The permanent reference electrode shall be within 6 inches of the pipe at pipe 8 depth. 9 c. Prepare and install the permanent reference electrode in strict accordance with 10 the manufacturer's recommendations. 11 2. Placement 12 a. Place the permanent reference electrode in the same ditch with the water line 13 and carefully covered with the same soil as the pipeline backfill. 14 3. Lead Wire 15 a. Protect the permanent reference electrode lead wire during backfill operations 16 and route to the test station along with the water line test leads and anode 17 ground bed cables. 18 C. Installation of Wire and Cable 19 1. Depth 20 a. All underground wire and cable shall be installed at a minimum of 24 inches 21 below final grade with a minimum separation of 6 inches from other 22 underground structures. 23 2. Anode Header Cable 24 a. Each anode lead wire shall be connected to a #8 AWG/HMWPE header cable 25 which shall be routed into an anode test station, 26 3. Anode Lead Wire to Header Cable Connection 27 a. Each anode lead wire to header cable connection shall be made using a copper 28 compression connector. 29 b. Each connection shall be taped using double layer rubber tape, followed by 30 double layer vinyl tape and coated with Scotchkote electrical coating as shown 31 on the Drawings. 32 4. Anode -to -Pipeline Connection 33 a. Connect each group of anodes to the pipeline through a test station as shown on 34 the Drawings. 35 b. A 0.01 ohm shunt shall be used to connect the anode header cable to the 36 pipeline as shown on the Drawings. 37 5. A 3-inch wide, yellow, non -detectable warning tape labeled "CAUTION Cathodic 38 Protection Cable Buried Below" shall be buried at a depth of 18 inches below the 39 surface and along the length of all Cathodic Protection cable trenches. 40 D. Test Lead Wire Attachment 41 1. Test lead cables shall be attached to the pipe by thermite welding. 42 2. The pipe to which the wires arc to be attached shall be clean and dry. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330412-8 MAGNESIUM ANODE CATHODIC PROTECTION Page of 10 1 3. A grinding wheel or file shall be used to remove all coating, mill scale, oxide, 2 grease and dirt from the pipe over an area approximately 3 inches square. 3 a. The surface shall be cleaned to bright metal. 4 4. The wires to be thermite welded to the pipe shall have approximately I inch of 5 insulation removed from each end, exposing clean, oxide -free copper for welding. 6 5. Charges and Molds 7 a. Weld charges and mold size shall be as specified by the manufacturer for the 8 specific surface configuration. 9 b. Care shall be taken during installation to be sure correct charges are used. 10 c. Welding charges and molds shall be the product of a manufacturer regularly 11 engaged in the production of such materials. 12 6. Using the proper size thermite weld mold as recommended by the manufacturer, the 13 wire shall be placed between the graphite mold and the prepared metal surface. 14 7. The metal disk shall be placed in the bottom of the mold. 15 8. The cap from the weld charge container shall be removed and the contents poured 16 into the mold. 17 9. Squeeze the bottom of the weld charge container to spread ignition powder over the 18 charge. 19 10. Close the mold cover and ignite the starting powder with a flint gun. The mold 20 should be held firmly in place until all of the charge has burned and the weld has 21 cooled slightly. 22 1 I. Remove the thermite weld mold and gently strike the weld with a hammer to 23 remove the weld slag. 24 12. Pull on the wire to assure a secure connection. 25 13. If the weld is not secure or the wire breaks, repeat the procedure. 26 14. If the weld is secure, coat all bare metal and weld metal with buitumastic coating 27 and protective cap; Royston Handi-Cap, or approved equal. 28 E. Flush -to -Grade Anode Test Stations 29 1. Flush -to -grade anode test stations shall be installed as shown on the Drawings. 30 2. Test stations shall be installed in a 24-inch x 24-inch x 6-inch square concrete pad. 31 3. Sufficient slack shall be coiled beneath the test station to allow for soil settlement 32 and to prevent damage to the leads during backfilling. 33 a. Additional slack shall be left in the test station riser to allow for removal of the 34 terminal board a minimum of 12 inches above the top of the riser for settlement 35 or repair purposes. 36 F. Post Installation Backfilling of Cables 37 I. General 38 a. During the backfilling operation, cables shall be protected to prevent damage to 39 the wire insulation and conductor integrity. 40 3.5 REPAIR 41 A. Cut wires shall be spliced by using a copper compression connector. 42 1. The connection shall be completely sealed against moisture penetration by the use 43 of rubber tape, vinyl tape and Scotchkote electrical coating. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Wesiside V Transmission Main City Project No. 103428-2 33 04 12 -9 MAGNESIUM ANODE CATHODIC PROTECTION Page 9 of 10 1 B. Damaged or missing test station components shall be replaced by equal components. 2 3.6 RE -INSTALLATION [NOT USED.] 3 3.7 FIELD QUALITY CONTROL 4 A. Field Tests and Inspections 5 1. All components of the Cathodic Protection System shall be visually inspected by 6 the City prior to commissioning of the system. 7 3.8 SYSTEM STARTUP 8 A. General 9 1. The Cathodic Protection System shall be inspected, energized and adjusted 10 (commissioned) as soon as possible after the Cathodic Protection equipment has 11 been installed. 12 B. Equipment 13 I. All Cathodic Protection testing instruments shall be in proper working order and 14 calibrated according to factory specifications. 15 C. Commissioning 16 I. The commissioning of the Cathodic Protection System shall be performed by, or 17 under the direct supervision of, the Corrosion Engineering Firm qualified to verify 18 compliance with this Specification and with the referenced corrosion control 19 standards set forth by NACE International. 20 D. Method 21 I. Measure native state structure -to -soil potentials along the water line using the 22 permanent reference electrodes at each anode test station and a portable reference 23 electrode at all other test stations and at above grade pipeline appurtenances. 24 2. Measure close interval, native state structure -to -soil potentials along the water line 25 at utilizing portable reference electrodes at intervals not exceeding 3' along the 26 entire route. 27 3. Energize the Cathodic Protection System by connecting each Magnesium Anode 28 groundbed to the pipeline lead in the test station junction box by means of a 0.01 29 ohm shunt. 30 4. Record each anode groundbed current using the shunt. 31 5. Allow sufficient time for the pipeline to polarize. 32 6. Adjust, if necessary, the Cathodic Protection current output in each anode test 33 station to satisfy the 100-mV polarization shift criterion or the -850 millivolts-CSE 34 polarized potential criterion as established by NACE International standards for 35 steel pipe. For concrete cylinder pipe and ductile iron pipe materials record the 36 values as measured. The primary intent of the anode systems is stray current 37 mitigation, not satisfying the 100 mV polarization shift NACE criterion even if it is 38 achieved 39 7. Record all final current outputs measured at each test station. 40 8. Verify that all electrical isolation devices are operating properly including flange 41 isolators and casing spacers. 42 9. Verify that interference does not exist with foreign structures. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33 04 12 - 10 MAGNESIUM ANODE CATHODIC PROTECTION Page 10 of 10 1 10. Perform Joint tests with owners of the foreign structures (if any) and mitigate any 2 interference detected. 3 11. If necessary, install resistance bonds to mitigate interference. City approval is 4 required prior to installing resistance bonds to foreign structures. 5 12. Interference testing coordination with the owners of foreign structures is the 6 responsibility of the Cathodic Protection tester. 7 E. Verification and Responsibilities 8 I. Contractor shall correct, at his expense, any deficiencies in materials or installation 9 procedures discovered during the post -installation inspection. 10 3.9 ADJUSTING [NOT USED] 11 3.10 CLEANING [NOT USED] 12 3.11 CLOSEOUT ACTIVITIES [NOT USED] 13 3.12 PROTECTION [NOT USED] 14 3.13 MAINTENANCE [NOT USED] 15 3.14 Al TACHMEN1 S [NOT USED) 16 END OF SECTION 17 18 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330440-I CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page I of 8 SECTION 33 04 40 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS PART1- GENERAL 1.1 SUMMARY A. General 1. Before any newly constructed potable water mains will be permitted to be placed into service in the Fort Worth Water Department's Water Distribution System, it shall be cleaned (purged) and tested, or cleaned, disinfected, and tested until the bacteria count within the water main meets the standards established by the Fort Worth Water Department and the requirements of Chapter 290 of the Texas Administrative Code (TAC) established by the Texas Commission on Environmental Quality (TCEQ). B. Deviations from this City of Fort Worth Standard Specification 1. Modify 3.10.E.1.d.1.b 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 01 31 - Closed Circuit Television (CCTV) Inspection 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Measurement a. This Item is considered subsidiary to the water main being Cleaned and Tested. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to cleaning, disinfection, hydrostatic testing, and bacteriological testing and shall be subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 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. American Water Works Association/American (AWWA): a. C301, Prestressed Concrete Pressure Pipe, Steel -Cylinder Type. b. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. c. C651, Disinfecting Water Mains. d. C655, Field De -Chlorination. CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South westsidc VTransmission Main City Project No, 103428-2 Addendum No. 1 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 2 of 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals For 24-inch and larger water mains, provide the following: I. Cleaning Plan — Prior to the start of construction, submit a water main cleaning plan detailing the methods and schedule, including: a. A detailed description of cleaning procedures b. Pigging entry and exit ports c. Flushing procedures d. Plans and hydraulic calculations to demonstrate adequate flushing velocities e. Control of water f. Disposal 2. Disinfection Plan — prior to the start of construction submit a disinfection plan including: a. The method mixing and introducing chlorine b. Flushing c. De -chlorination d. Sampling 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, S'FORAGE, AND HANDLING ]NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED Ion] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES A. Pigs I. Open cell polyurethane foam body 2. Densities between 2 pounds per cubic foot up to 8 pounds per cubic foot 3. May be wrapped with polyurethane spiral bands 4. Abrasives are not permitted, unless expressly approved by the City in writing for the particular application. 5. Must pass through a reduction up to 65 percent of the cross sectional area of the nominal pipe diameter CITY OF FORT \VORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South \Vestside V Transmission Main City Project No. 103428-2 Addendum No. I 330440-3 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 3 or 8 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, tees, crosses, wyes, and gate valves. 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 ERECTION/INSTALLATION/APPLICATION [NOT USED] 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD bit] SITE QUALITY CONTROL [NOT USEDI 3.8 SYSTEM STARTUP [NOT USED) 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. All water mains shall be cleaned prior to bacteriological testing. a. Pig all 36-inch and smaller water mains. b. Pig or manually sweep 42-inch and larger mains. c. Flushing is only permitted when specially designated in the Drawings, or if pigging is not practical and approved by the City. B. Pigging Method 1. If the method of pigging is to be used, prepare the main for the installation and removal of a pig, including: a. Furnish all equipment, material and labor to satisfactorily expose cleaning Wye, remove cleaning wye covers, etc. b. Where expulsion of the pig is required through a dead -ended conduit: 1) Prevent backflow of purged water into the main after passage of the pig. 2) Install a mechanical Joint to provide a riser out of the trench on 12-inch and smaller mains to prevent backwater re-entry into the main. 3) Additional excavation of the trench may be performed on mains over 12 inches, to prevent backwater re-entry into the main. 4) Flush any backflow water that inadvertently enters the main. c. Flush short dead-end pipe sections not swabbed by a pig. d. Once pigging is complete: 1) Pigging wyes shall remain in place unless otherwise specified in the Contract Documents. 2) Install cleaning wye, blind flanges or mechanical Joint plugs. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330440-4 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 4 of 8 3) Plug and place blocking at other openings. 4) Backfill 5) Complete all appurtenant work necessary to secure the system and proceed with disinfection. C. Flushing Method 1. Prepare the main by installing blow -offs at appropriate locations, of sufficient sizes and numbers, and with adequate flushing to achieve a minimum velocity in the main of 2.5 feet per second. a. Minimum blow -off sizes for various main sizes are as follows: I) 4-inch through 8-inch main —Ili-inch blow -off 2) 10-inch through 12-inch main — 1-inch blow -off 3) 16-inch and greater main — 2-inch blow -off b. Flushing shall be subject to the following limitations: 1) Limit the volume of water for flushing to 3 times the volume of the water main. 2) Do not uniawfidly discharge chlorinated water. 3) Do not damage private property. 4) Do not create a traffic hazard. c. Once Flushing is complete: 1) Corporations stops used for flushing shall be plugged. D. Daily main cleaning 1. Wipe joints and then inspect For proper installation. 2. Sweep each joint and keep clean during construction. 3. Install a temporary plug on all exposed mains at the end of each working day or an extended period of work stoppage. E. Hydrostatic Testing I, to be under pressure, shall be hydrostatically tested to meet All water main that is the following criteria: a. Furnish and install corporations for proper testing of the main. 1) Furnish adequate and satisfactory equipment and supplies necessary make such hydrostatic tests. 2) The section of line to be tested shall be gradually filled with water, carefully expelling the air and the specified pressure applied. The City will furnish water required for the testing at its nearest City line. Expel air from the pipe before applying the required test pressure. Test Pressure 1) b c d e Test pressures should meet the following criteria: a) Not less than 1.25 (187 psi minimum) times the stated working pressure of the pipeline measured at the highest elevation along the test section. Not less than 1.5 (250 psi mmlmum)times the stated working pressure at the lowest elevation of the test section. Test Conditions I) Must be at least 2 hour duration 2) Add water as necessary to sustain the required test pressure. 3) Test fire hydrants to the fire hydrant valve. 0 b) CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Wesiside V Transmission Main City Project No. 103428-2 Addendum No. 1 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 of 8 a) Leave the isolation valve on the fire hydrant lead line open during the hydrostatic testing. 4) Test service lines to curb stop a) Leave the corporation stop on the service line open during the hydrostatic testing. 5) Close isolation valves for air release valves. 6) Makeup water must come from a container of fixed 55 gallon container that does not have a water source. f. Measure all water used in the pressure test through an approved meter, or measure the difference in volume within a 55 gallon container. I) Do not test against existing water distribution valves unless expressly provided for in the Drawings, or approved by the City. 2) If the City denies approval to test against existing water distribution system valve, then make arrangements to plug and test the pipe at no additional cost. 2. Allowable Leakage a. No pipe installation should be accepted if the amount of makeup water is greater than that determined using the following formula: In inch -pound units, L= SD\IP 148,000 Where: L = testing allowance (make up water), gallons per hour S = length of pipe tested, ft. D = nominal diameter of pipe, in. P = average test pressure during the hydrostatic test, psi b. For any pipeline that fails to pass hydrostatic test: 1) Identify the cause 2) Repair the leak 3) Restore the trench and surface 4) Retest c. All costs associated with repairing the pipeline to pass the hydrostatic test is the sole responsibility of the Contractor and included in the price per linear foot of pipe. d. If the City determines that an existing system valve is responsible for the hydrostatic test to fail, the Contractor shall make provisions to test the pipeline without the use of the system valve. e. There shall be no additional payment to the Contractor if the existing valve is unable to sustain the hydrostatic test and shall be included in the price per linear foot of pipe. F. Disinfection 1. General a. Disinfection of the main shall be accomplished by the "continuous feed" method or the "slug" method as determined by the Contractor. b. The free chlorine amounts shown are minimums. The Contractor may require higher rates. 1) Calcium hypochlorite granules shall be used as the source of chlorine. c. Continuous Feed Method CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South westside V Transmission Main City Project No. 103428-2 Addendum No. I 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of 8 1) Apply water at a constant rate in the newly laid main. a) Use the existing distribution system or other approved source of supply. 2) At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine. a) Free chlorine concentration: 50 mg/L minimum, or as required by TCEQ, whichever is greater. b) Chlorine applications shall not cease until the entire conduit is filled with heavily chlorinated water. 3) Retain chlorinated water in the main for at least 24 hours. a) Operate valves and hydrants in the section treated in order to disinfect the appurtenances. b) Prevent the flow of chlorinated water into mains in active service. c) Residual at the end of the 24-hour period: 10 mg /L free chlorine, minimum, for the treated water in all portions of the main. 4) Flush the heavily chlorinated water from the main and dispose of in a manner and at a location accepted by the City. 5) Test the chlorine residual prior to flushing operations. a) If the chlorine residual exceeds 4 mg/L, the water shall remain in the new main until the chlorine residual is less the 4 mg/L. b) The Contractor may choose to evacuate the water into water trucks, or other approved storage facility, and treat the water with Sodium Bisulfate, or another de -chlorination chemical, or method appropriate for potable water and approved by the City until the chlorine residual is reduced to 4 mg/L or less. c) After the specified chlorine residual is obtained, the water may then be discharged into the drainage system or utilized by the Contractor. d. Slug Method 1) Water from the existing distribution system or other approved source of supply shall be made to flow at a constant rate in the newly laid main. 2) At a point not more than 10 feet downstream from the beginning of the new main, water entering the new main shall receive a dose of chlorine. a) Free chlorine concentration: 100 mg/L minimum, or as required by TCEQ, whichever is greater. b) The chlorine shall be applied continuously and for a sufficient time to develop a solid column or "slug" of chlorinated water that shall expose all interior surfaces to the "slug" for at least 3 hours. 3) Operate the fittings and valves as the chlorinated water flows past to disinfect the appurtenances. 4) Prevent the flow of chlorinated water into mains in active service. 5) Flush the heavily chlorinated water from the main and dispose of in a manner and at a location accepted by the City. 6) Upon completion, test the chlorine residual remaining in the main. a) Chlorine levels of 4 mg/I or less should be maintained. 2. Contractor Requirements a. Furnish all equipment, material and labor to satisfactorily prepare the main for the disinfection method approved by the City with adequate provisions for sampling. b. Make all necessary taps into the main to accomplish chlorination of a new line, unless otherwise specified in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No, 103428-2 Addendum No. 1 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 8 c. After satisfactory completion of the disinfection operation, as determined by the City, remove surplus pipe at the chlorination and sampling points, plug the remaining pipe, backfill and complete all appurtenant work necessary to secure the main. G. Dechlorination I. General. All chlorinated water shall be de -chlorinated before discharge to the environment. Chemical amounts, as listed in ANSI/AWWA C65 L "Disinfecting Water Mains", shall be used to neutralize the residual chlorine concentrations using de -chlorination procedures listed in ANSI/AWWA C655: "Field De -Chlorination". De -Chlorination shall continue until chlorine residual is non -detectable. 2. Testing. Contractor shall continuously test for the chlorine residual level immediately downstream of the de -chlorination process, during the entire discharge of the chlorinated water. Contractor shall periodically conduct chlorine residual testing and check for possible fish kills at locations where discharged water enters the existing watershed. 3. Fish Kill. If a fish kill occurs associated with the discharge of water from the distribution system or any other construction activities: a. The Contract shall immediately alter activities to prevent further fish kills. b. The Contractor shall immediately notify Water Department Field Operations Dispatch. c. The Contractor shall coordinate with City to properly notify TCEQ. d. Any fines assessed by the TCEQ (or local, state of federal agencies) for fish kills shall be the responsibility of the Contractor. H. Bacteriological Testing (Water Sampling) I. General a. Notify the City when the main is suitable for sampling. b. The City shall then take water samples from a suitable tap for analysis by the City's laboratory, unless otherwise specified in the Contract Documents. I) No hose or fire hydrant shall be used in the collection of samples. 2. Water Sampling a. Complete microbiological sampling prior to connecting the new main into the existing distribution system in accordance with AWWA C65I. b. Collect samples for bacteriological analysis in sterile bottles treated with sodium thiosul fate. c. Collect 2 consecutive sets of acceptable samples, taken at least 24 hours apart, from the new main. d. Collect at least 1 set of samples from every 1,000 linear feet of the new main (or at the next available sampling point beyond 1,000 linear feet as designated by the City), plus I set from the end of the line and at least I set from each branch. e. If trench water has entered the new main during construction or, if in the opinion of the City, excessive quantities of dirt or debris have entered the new main, obtain bacteriological samples at intervals of approximately 200 linear feet. f. Obtain samples from water that has stood in the new main for at least 16 hours after formal flushing. 3. Repetition of Sampling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South \Vestsidc V Transmission Main City Project No. 103428-2 Addendum No. 1 330440-8 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 8 of 8 a. Unsatisfactory test results require a repeat of the disinfection process and re - sampling as required above until a satisfactory sample is obtained. 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 NAME SUMMARY OF CHANGE DA FE 12/20/2012 D. Johnson 3.I O.E. Le.- Added service lines to hydrostatic testing requirements 2/6/2013 D Townsend I.3.A.2.d Added AWWA C655 Field De -Chlorination as reference 3.10.G — Added De -Chlorination Requirement 10/27/2022 K. Keeler 3. I0.E.I.d. I.b Replace 225 psi minimum with 250 psi CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 33 05 13 -5 FRAME, COVER, AND GRADE RINGS Page 5 of6 I 2.3 ACCESSORIES (NOT USED] 2 2.4 SOURCE QUALITY CONTROL (NOT USED] 3 PART3- EXECUTION 4 3.1 INSTALLERS (NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Grade Rings 9 1. Place as shown in the water and sanitary sewer City Standard Details. 10 2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant. l l 3. Seal each grade ring with sealant specified in this Specification and as shown on the 12 City Standard Details. 13 B. Frame and Cover 14 1. Water 15 a. For water structures install frame, cover and grade rings in accordance with 16 applicable City Standard Detail. 17 2. Sanitary Sewer 18 a. For sanitary sewer structures install frame, cover and grade rings in accordance 19 with applicable City Standard Detail. 20 3. Storm Drain 21 a. For storm drain structures install frame, cover and grade rings in accordance 22 with applicable City Standard Detail. 23 4. Hinge Cover 24 a. Provide hinge cover on elevated manholes, junction boxes, in the flood plain 25 and where specified on the Drawings. Hinges are not required on composite 26 manholde covers. 27 C. Joint Sealing 28 1. Seal frame, grade rings and structure with specified sealant. 29 D. Concrete Collar 30 1. Provide concrete collar around all frame and cover assemblies constructed at grade. my Y OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 33 05 13 -4 FRAME, COVER, AND GRADE RINGS Page of 2. Use clean molding capable of withstanding application ofAASHTO HS-25 vehicle 2 loading with permanent deformation. Composite frames shall have a minimum wall 3 thickness of 0.75 inches in sections exposed to traffic and potential traffic wheel 4 impact. 5 3. Metal reinforcements or metal hinges molded within the composite shall not be 6 permitted. 7 4. All composite moldings shall have UV stabilizers (concentrations from 0.05% to 8 5%) added prior to shaping the product by injection molding. 9 5. Covers 10 a. Composite covers shall be compression molded under high pressures (>0.5 11 tons/sq inch of x-y surface area) and high temperatures (>200 degrees F). 12 Components for locking systems below the cover exposed to sewer environment 13 shall be made of noncorrosive materials such as nonmagnetic 316 stainless steel 14 (Austenite) or a polymer. 15 b. Size to set flush with the frame with no larger than a 1/8 inch gap between the 16 frame and cover 17 c. Provide with 2 inch wide pick slots in lieu of pick holes. 18 d. Provide gasket in frame and cover. 19 c. Standard Dimensions 20 1) Sanitary Sewer and Water 21 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 22 cover assemblies unless otherwise specified in the Contract Documents. 23 f. Standard Labels 24 1) Sanitary Sewer 25 a) Cast lid with the word "SANITARY SEWER" in I-1/2-inch 26 (minimum) or 2-inch (maximum) letters across the lid. 27 2) Water 28 a) Cast lid with the word "WATER" in 1- I/2-inch (minimum) or 2-inch 29 (maximum) letters across the lid. 30 b) 31 g. Hinge Covers 32 1) Hinged covers shall be double -hinged allowing a minimal 180° full 33 opening. 34 2) Provide water tight gasket on all hinged covers. 35 3) Sanitary Sewer 36 a) Provide hinged covers for all manholes or structures constructed over 37 all sewer lines. 38 D. Grade Rings 39 1. Provide grade rings in sizes from 2-inch up to 8-inch. 40 E. Joint Sealant 41 1. Provide a pre -formed or trowelable bitumastic sealant in an extrudable or flat tape 42 form. 43 2. Provide sealant that is not dependant on a chemical action for its adhesive 44 properties or cohesive strength. 45 3. Provide adhesive as recommended by manufacturer on composite covers/grade 46 rings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisal December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 33 05 13 - 3 FRAME, COVER, AND GRADE RINGS Page 3 of 6 1 a. The manufacturer must comply with this Specification and related Sections. 2 2. Any product that is not listed on the Standard Products List is considered a 3 substitution and shall be submitted in accordance with Section 01 25 00. 4 B. Cast Iron Covers 5 1. Use castings for frames that conform to ASTM A48, Class 35B or better. 6 2. Use castings for covers that conform to ASTM A536, Grade 65-45-12 or better. 7 3. Use clean casting capable of withstanding application of AASHTO HS-20 vehicle 8 loading with permanent deformation. 9 4. Covers 10 a. Size to set flush with the frame with no larger than a 1/8 inch gap between the 11 frame and cover 12 b. Provide with 2 inch wide pick slots in lieu of pick holes. 13 c. Provide gasket in frame and cover. 14 d. Standard Dimensions 15 1) Sanitary Sewer 16 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 17 cover assemblies unless otherwise specified in the Contract Documents. 18 2) Storm Drain 19 a) Provide a clear opening of 24 inches for all storm drain frames, inlets 20 and cover assemblies unless otherwise specified in the Contract 21 Documents. 22 b) Provide a minimum clear opening of 30 inches for all storm sewer 23 manholes and Junction structures. 24 e. Standard Labels 25 1) Water 26 a) Cast lid with the word "WATER" in 2-inch letters across the lid. 27 2) Sanitary Sewer 28 a) Cast lid with the word "SANITARY SEWER" in 2-inch letters across 29 the lid. 30 3) Storm Drain 31 a) Cast lid with the word "STORM DRAIN' in 2-inch letters across the 32 lid. 33 f. Hinge Covers 34 1) Provide water tight gasket on all hinged covers. 35 2) Water 36 a) Provide hinged covers for all water structures. 37 3) Sanitary Sewer 38 a) Provide hinged covers for all manholes or structures constructed over 39 24-inch sewer lines and larger and for manholes where rim elevations are 40 greater than 12 inches above the surface. 41 C. Composite Covers 42 1. All composite moldings shall consist of a thermosetting resin matrix blended and/or 43 combined with reinforcing fiber rovings, short fiber filaments, or equivalent 44 nonmetallic reinforcing structure(s). The thermosetting resin matrix shall be a 45 polymer, vinylester, or a blend of these. The moldings shall be true to pattern in 46 locations affecting their strength and value for the service intended. Before the 47 moldings are removed from the molding operation, they shall be thoroughly 48 deflashed and cleaned at the parting lines, holes, notches and all exposed edges. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 33 05 13 -2 FRAME, COVER, AND GRADE RINGS Page 2 of 6 t 1.4 ADMINISIRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. All castings shall be cast with: 9 a. Approved foundry's name 10 b. Part number 11 c. Country of origin 12 2. All moldings shall display: 13 a. Approved Molder 14 b. Molding date 15 c. Wording that material is non-metallic 16 d. Country of origin 17 3. Provide manufacturers: 18 a. Specifications 19 b. Load tables 20 c. Dimension diagrams 21 d. Anchor details 22 e. Installation instructions 23 B. Certificates 24 I. Manufacturer shall certify that all castings or moldings conform to the ASTM and 25 AASHTO designations. 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 31 1.12 WARRANTY (NOT USED] 32 PART 2 - PRODUCTS 33 2.1 OWNER -FURNISHED toil] OWNER -SUPPLIED PRODUCTS [NOT USED] 34 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 35 A. Manufacturers 36 I. Only the manufacturers as listed on the City's Standard Products List will be 37 considered as shown in Section 01 60 00 unless otherwise specified on the plans. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 330513-1 FRAME, COVER, AND GRADE RINGS Page 1 of6 SECTION 33 05 13 FRAME, COVER, AND GRADE RINGS 5 A. Section Includes: 6 1. Cast iron frame, cover and grade rings used as access ports into water, sanitary 7 sewer and storm drain structures such manholes or vaults 8 2. Compression Molded Composite Frames and Covers used as access ports inio 9 sanitary sewer and water stnlctures such as manholes and Junction boxes. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 - General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to the structure containing the frame, cover 20 and grade rings. 21 2. Payment 22 a. The work performed and the materials furnished in accordance with this Item 23 are subsidiary to the unit price bid per each structure complete in place, and no 24 other compensation will be allowed. 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. ASTM International (ASTM) 31 a. ASTM A48 -Standard Specification for Gray Iron Castings 32 b. ASTM A536 - Standard Specification for Ductile Iron Castings 33 c. ASTM C478 - Specification for Precast Reinforced Concrete Manhole Sections 34 3. American Association of State Highways and Transportation Officials (AASHTO) 35 a. AASHTO HS-25-AASHTO Highway Bridge Specification: Axial Loading to 36 meet or exceed 21,280 pounds/wheel load 37 b. AASHTO M306 - Standard Specification for Drainage, Sewer, Utility and 38 Related Castings CITY OF FORT WORTH STANDARD CONS I RUCr ION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 -21 UTILITY TREND I EXCAVATION, EMI3EDMENT, AND BACKPILL Page 21 of21 4/2/2021 M Oven 3.4 D. 6. Add requirements Stone Sever (PP - Polypropylene) CITY OF FOR I- WORT 11 South Westside V Transmission Main STANDARD CONSTRUCTION SPF,CIPICATION DOCUMENTS City Project No. 103428-2 Revised April 2, 2021 -20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20 of 21 1 2) Time and date of test 2 3) Depth of testing 3 4) Field moisture 4 5) Dry density 5 6) Proctor identifier 6 7) Percent Proctor Density 7 3. Density of Embedment 8 a. Storm sewer boxes that are embedded with acceptable backfill material, 9 blended backfill material, cement modified backfill material or select material 10 will follow the same testing procedure as backfill. I 1 b. The City may test fine crushed rock or crushed rock embedment in accordance 12 with ASTM D2922 or ASTM 1556. 13 B. Non -Conforming Work 14 1. All non -conforming work shall be removed and replaced 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 — Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 3.3.A — Additional notes for pavement protection and posit ive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 — Added language prohibiting flooding of trench 6/18/2013 D. Johnson 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan quantity 2.2.A — Added language for concrete encasement 11/09/16 Z. Arega 2.2.A.I.d Modify gradat ion for sand material 2/26/2021 Z. Arega 2.2 A. I. E. - Added reference to pre -approved list of sand sources for embedment; 3.3 A. 6. - Changed reference to Transportation Management Division; 3.4 - Provided clarification re: use of commercial testing firms approved by City and backfill requirements; and 3.7 A. 2. Provided clarification re: backfill testing requirements. CITY OF FONT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 303428-2 -19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKP ILL Page 19 of 21 I 3.5 REPAIR [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL 4 A. Field Tests and Inspections 5 I. Proctors 6 a. The City will perform Proctors in accordance with ASTM D698. 7 b. Test results will generally be available to within 4 calendar days and distributed 8 to: 9 1) Contractor 10 2) City Project Manager 11 3) City Inspector 12 4) Engineer 13 c. Notify the City if the characteristic of the soil changes. 14 d. City will perform new proctors for varying soils: 15 1) When indicated in the geotechnical investigation in the Appendix 16 2) If notified by the Contractor 17 3) At the convenience of the City 18 e. Trenches where different soil types are present at different depths, the proctors 19 shall be based on the mixture of those soils. 20 2. Density Testing of Backfill 21 a. Density Tests shall be in conformance with ASTM D2922. 22 b. Provide a testing trench protection for trench depths in excess of 5 feet. 23 c. Place, move and remove testing trench protection as necessary to facilitate all 24 test conducted by the commercial testing firm approved by the City. 25 d. The commercial testing lab will perform moisture/density test for every 200-ft 26 or less of trench length, as measured along the length of the pipe. A minimum of 27 one test shall be performed for every 2 vertical feet of compacted backfill 28 material, independent of the contractor's lift thickness for compaction. Test 29 locations shall be staggered within each lift so that successive lifts are not tested 30 in the same location. A random number generator may be used to determine test 31 locations. Moisture/density tests shall be performed at a depth not more than 2 32 feet above the top of the pipe bedding and in 2-foot increments up to the final 33 grade. The project inspector or project manager may request testing at an 34 increased frequency and/or at specific locations. 35 e. The contracto • can proceed with subsequent earthwork only after test results for 36 previously completed work comply with requirements. I fthe required 37 compaction density has not been obtained, the backfill should be scarified and 38 moistened or aerated, or removed to a depth required, and be replaced w ith 39 approved backfill, and re -compacted to the specified density at the contractor's 40 expense. In no case will excavation, pipe -laying, or other operation be allowed 41 to proceed until the specified compaction is attained. 42 f. The testing lab will provide results to Contractor and the City's Inspector upon 43 completion of the testing. 44 g. A formal report will be posted to the City's Accela (Developer Projects) and 45 BIM 360 (City Projects) site within 48 hours. 46 h. Test reports shall include: 47 I) Location of test by station number CffY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -18 'Awry TRENCH EXCAVATION, EMBEDMENT, AND BACKF RA, Page 18 of 21 b) Submit a Contract Claim for Extra Work associated with direction from 2 City. 3 2) The City shall: 4 a) Investigate soils and determine if Work can proceed in the identified 5 location. 6 b) Direct the Contractor of changed backfill procedures associated with 7 the saturated soils that may include: 8 (1) Imported backfill 9 (2) A site specific backfill design 10 5. Placement of Backfill 11 a. Use only compaction equipment specifically designed for compaction of a 12 particular soil type and within the space and depth limitation experienced in the 13 trench. 14 b. Flooding the trench or water setting is strictly prohibited. 15 c. Place in loose lifts not to exceed 12 inches. 16 d. Compact to specified densities. 17 e. Compact only on top of initial backfill, undisturbed trench or previously 18 compacted backfill. 19 f. Remove any loose materials due to the movement of any trench box or shoring 20 or due to sloughing of the trench wall. 21 g. Install appropriate tracking balls for water and sanitary sewer trenches in 22 accordance with Section 33 05 26. 23 6. Backfill Means and Methods Demonstration 24 a. Notify the City in writing with sufficient time for the City to obtain samples 25 and perform standard proctor test in accordance with ASTM D698. 26 b. The results of the standard proctor test must be received prior to beginning 27 excavation. 28 c. Upon commencing of backfill placement for the project the Contractor shall 29 demonstrate means and methods to obtain the required densities. 30 d. Demonstrate Means and Methods for compaction including: 31 1) Depth of lifts for backfill which shall not exceed 12 inches 32 2) Method of moisture control for excessively dry or wet backfill 33 3) Placement and moving trench box, if used 34 4) Compaction techniques in an open trench 35 5) Compaction techniques around structure 36 e. Provide a testing trench box to provide access to the recently backfilled 37 material. 38 f. The City will provide a qualified testing lab full time during this period to 39 randomly test density and moisture continent. 40 1) The testing lab will provide results as available on the job site. 41 7. Varying Ground Conditions 42 a. Notify the City of varying ground conditions and the need for additional 43 proctors. 44 b. Request additional proctors when soil conditions change. 45 c. The City may acquire additional proctors at its discretion. 46 d. Significant changes in soil conditions will require an additional Means and 47 Methods demonstration. CITY OF FORT WOItI U STANDARD CONSTRUCTION SPECIPICAT ION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -17 UT any TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17of21 a. Meeting the requirement herein does not relieve the responsibility to damages 2 associated with the Work. 3 2 Backfill Material 4 a. Final backfill (not under existing pavement or future pavement) 5 1) Backfill with: 6 a) Acceptable backfill material 7 b) Blended backfill material, or 8 c) Select backfill material, CSS, or CLSM when specifically required 9 b. Final backfill depth 15 feet or greater (under existing or future pavement) 10 1) Backfill depth from 0 tol5 feet deep 11 a) Backfill with: 12 (1) Acceptable backfill material 13 (2) Blended backfill material, or 14 (3) Select backfill material, CSS, or CLSM when specifically required 15 2) Backfill depth from 15 feet and greater 16 a) Backfill with: 17 (1) Select Fill 18 (2) CSS, or 19 (3) CLSM when specifically required 20 b) 21 c. Backfill for service lines: 22 I) Backfill for water or sewer service lines shall be the same as the 23 requirement of the main that the service is connected to. 24 3. Required Compaction and Density 25 a. Final backfill (depths less than 15 feet/under existing or future pavement) 26 1) Compact acceptable backfill material, blended backfill material or select 27 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 28 moisture content within -2 to +5 percent of the optimum moisture. 29 2) CSS or CLSM requires no compaction. 30 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 31 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 32 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 33 moisture up to the final grade. 34 2) CSS or CLSM requires no compaction. 35 c. Final backfill (not under existing or future pavement) 36 1) Compact acceptable backlit( material blended backfill material, or select 37 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 38 moisture content within -2 to +5 percent of the optimum moisture. 39 4. Saturated Soils 40 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 41 optimum moisture content, the soils are considered saturated. 42 b. Flooding the trench or water Jetting is strictly prohibited. 43 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 44 Appendix, Contractor shall proceed with Work following all backfill procedures 45 outlined in the Drawings for areas of soil saturation greater than 5 percent. 46 d. If saturated soils are encountered during Work but not identified in Drawings or 47 Geotechnical Report in the Appendix: 48 I) The Contractor shall: 49 a) Immediately notify the City. CITY OF FORT WORTH South Westside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103428-2 Revised April 2, 2021 -16 U"rlLrrY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 21 1 1) Crushed rock, or 2 2) Acceptable backfill material compacted to 95 percent Standard Proctor 3 density 4 c. Place evenly spread compacted bedding material on a firm trench bottom. 5 d. Spread bedding so that lines and grades are maintained and that there are no 6 sags in the storm sewer pipe line. 7 e. Provide firm, uniform bedding. 8 I) Additional bedding may be required if ground water is present in the 9 trench. 10 2) If additional crushed rock is required which is not specifically identified in 11 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 12 price. 13 f. Fill the annular space between multiple boxes with crushed rock, CLSM 14 according to 03 34 13. 15 g. Place pipe on the bedding according to the alignment of the Drawings. 16 h. The pipe shall he within ±0.1 inches of the elevation, and be consistent with the 17 grade, shown on the Drawings. 18 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 19 D698. 20 8. Water Services (Less than 2 Inches in Diameter) 21 a. The entire embedment zone shall be of uniform material. 22 b. Utility sand shall be generally used for embedment. 23 c. Place evenly spread bedding material on a firm trench bottom. 24 d. Provide firm, uniform bedding. 25 e. Place pipe on the bedding according to the alignment of the Plans. 26 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 27 9. Sanitary Sewer Services 28 a. The entire embedment zone shall be of uniform material. 29 b. Crushed rock shall be used for embedment. 30 c. Place evenly spread bedding material on a firm trench bottom. 31 d. Spread bedding so that lines and grades are maintained and that there are no 32 sags in the sanitary sewer pipe line. 33 e. Provide firm, uniform bedding. 34 I) Additional bedding may be required if ground water is present in the 35 trench. 36 2) If additional crushed rock is required which is not specifically identified in 37 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 38 price. 39 f. Place pipe on the bedding according to the alignment of the Drawings. 40 g. Place remaining embedment, including initial backfill, to a minimum of 6 41 inches, but not more than 12 inches, above the pipe. 42 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 43 i. Density test may be required to verify that the compaction meets the density 44 requirements. 45 E. Trench Backfill 46 1. At a minimum, place backfill in such a manner that the required in -place density 47 and moisture content is obtained, and so that there will be no damage to the surface, 48 pavement or structures due to any trench settlement or trench movement. CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -15 IJmay T RENCH EXCAVATION, EMEEDMEN'f, AND BACKPILL Page 15 of 21 1 5. Storm Sewer (RCP) 2 a. The bedding and the pipe zone up to the spring line shall be of uniform 3 material. 4 b. Crushed rock shall be used for embedment up to the spring line. 5 c. The specified backfill material may be used above the spring line. 6 d. Place evenly spread bedding material on a firm trench bottom. 7 e. Spread bedding so that lines and grades are maintained and that there are no 8 sags in the storm sewer pipe line. 9 f. Provide firm, uniform bedding. 10* 1) Additional bedding may be required if ground water is present in the 11 trench. 12 2) I f additional crushed rock is required which is not specifically identified in 13 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 14 price. 15 g. Place pipe on the bedding according to the alignment of the Drawings. 16 h. The pipe line shall be within +0.1 inches of the elevation, and be consistent 17 with the grade, shown on the Drawings. 18 i. Place embedment material up to the spring line. 19 1) Place embedment to ensure that adequate support is obtained in the haunch. 20 J. Compact the embedment and initial backfill to 95 percent Standard Proctor 21 ASTM D698. 22 k. Density test may be performed by a commercial testing firm approved by the 23 City to verify that the compaction of embedment meets requirements. 24 I. Place trench geotextile fabric on top of pipe and crushed rock. 25 6. Storm Sewer (PP - Polypropylene) 26 a. The entire embedment zone shall be of uniform material. 27 b. Crushed rock shall be used for embedment up to top of pipe. 28 c. Place evenly spread bedding material on a firm trench bottom. 29 d. Spread bedding so that lines and grades are maintained and that there are no sags 30 in the storm sewer pipe line. 31 e. Provide firm, uniform bedding. 32 I) Additional bedding may be required if ground water is present in the 33 trench. 34 2) If additional crushed rock is required which is not specifically 35 identified in the Contract Documents, then crushed rock shall be paid 36 by the pre -bid unit price. 37 f. Place pipe on the bedding according to the alignment shown in the Drawings. 38 g. The pipe line shall be within +0.1 inches of the elevation, and be consistent with 39 the grade shown on the Drawings. 40 h. Place and compact embedment matetial to adequately support haunches in 41 accordance with the pipe manufac tut et's recommendations. 42 i. Compact the embedment and initial backfill to 95 percent Standard Proctor 43 ASTM D 698. 44 J. Density test may be performed by City to verify that the compaction of 45 embedment meets requirements. 46 k Place trench geotextile fabric on top of the initial backfill. 47 7. Stone Sewer Reinforced Concrete I3ox 48 a. Crushed rock shall be used for bedding. 49 b. The pipe zone and the initial backfill shall be: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -14 UTILITY T ILENCII EXCAVATION, EMBEDMENT, AND BACKE ILL Page 14 of 21 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 3 price. 4 f. Place pipe on the bedding according to the alignment shown on the Drawings. 5 g. The pipe line shall be within: 6 I) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 7 h. Place and compact embedment material to adequately support haunches in 8 accordance with the pipe manufacturer's recommendations. 9 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 10 not exceed the spring line prior to compaction. 11 j. Place remaining embedment, including initial backfill, to a minimum of 6 12 inches, but not more than 12 inches, above the pipe. 13 k. Where gate valves are present, the initial backfill shall extend to up to the valve 14 nut. 15 I. Compact the embedment and initial backfill to 95 percent Standard Proctor 16 ASTM D 698. 17 m. Density test may be performed by a commercial testing firm approved by the 18 City to verify that the compaction of embedment meets requirements. 19 n. Place trench geotextile fabric on top of the initial backfill. 20 o. Place marker tape on top of the trench geotextile fabric in accordance with 21 Section 33 05 26. 22 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 23 a. The entire embedment zone shall be of uniform material. 24 b. Crushed rock shall be used for embedment. 25 c. Place evenly spread bedding material on a firm trench bottom. 26 d. Spread bedding so that lines and grades are maintained and that there are no 27 sags in the sanitary sewer pipe line. 28 e. Provide firm, uniform bedding. 29 I) Additional bedding may be required if ground water is present in the 30 trench. 31 2) If additional crushed rock is required which is not specifically identified in 32 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 33 price. 34 f. Place pipe on the bedding according to the alignment shown in the Drawings. 35 g. The pipe line shall be within±0.I inches of the elevation, and be consistent 36 with the grade shown on the Drawings. 37 h. Place and compact embedment material to adequately support haunches in 38 accordance with the pipe manufacturer's recommendations. 39 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 40 exceed the spring line prior to compaction. 41 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 42 but not more than 12 inches, above the pipe. 43 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 44 ASTM D 698. 45 I. Density test may be performed by a commercial testing firm approved by the 46 City to verify that the compaction of embedment meets requirements. 47 m. Place trench geotextile fabric on top of the initial backfill. 48 n. Place marker tape on top of the trench geotextile fabric in accordance with 49 Section 33 05 26. CrTY OF FORT WORTH STANDARD CONSIRUCFION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Weslside V Transmission Main City Project No. 103428-2 -13 UfIUTY TRENCH EXCAVATION, EMBEDMENT, ANDBACKE9LL Page 13 of 21 1 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 2 the elevation of the valve nut. 3 J. Form all blocking against undisturbed trench wall to the dimensions in the 4 Drawings. 5 k. Compact embedment and initial backfill. 6 I. Place marker tape on top of the initial trench backfill in accordance with 7 Section 33 05 26. 8 2. Water Lines 16-inches through 24-inches in diameter: 9 a. The entire embedment zone shall be of uniform material. 10 b. Utility sand may be used for embedment when the excavated trench depth is 11 less than 15 feet deep. 12 c. Crashed rock or fine crushed rock shall be used for embedment for excavated 13 trench depths 15 feet, or greater. 14 d. Crushed rock shall be used for embedment for steel pipe. 15 e. Provide trench geotextile fabric at any location where crushed rock or fine 16 crushed rock come into contact with utility sand 17 f. Place evenly spread bedding material on a firm trench bottotn. 18 g. Provide firm, uniform bedding. 19 1) Additional bedding may be required if ground water is present in the 20 trench. 21 2) if additional crushed rock is required not specifically identified in the 22 Contract Documents, then crushed rock shall be paid by the pre -bid unit 23 price. 24 h. Place pipe on the bedding according to the alignment shown on the Drawings. 25 i. The pipe line shall be within: 26 I) +3 inches of the elevation on the Drawings for 16-inch and 24-inch water 27 lines 28 J. Place and compact embedment material to adequately support haunches in 29 accordance with the pipe manufacturer's recommendations. 30 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 31 but not more than 12 inches, above the pipe. 32 1. Where gate valves are present, the initial backfill shall extend to up to the valve 33 nut. 34 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 35 ASTM D 698. 36 n. Density test performed by a commercial testing firm approved by the City to 37 verify that the compaction of embedment meets requirements. 38 o Place trench geotextile fabric on top of the initial backfill. 39 p Place marker tape on top of the trench geotextile fabric in accordance with 40 Section 33 05 26. 41 3. Water Lines 30-inches and greater in diameter 42 a. The entire embedment zone shall be of uniform material. 43 b. Crushed rock shall be used for embedment. 44 c. Provide trench geotextile fabric at any location where crushed rock or fine 45 crushed rock come into contact with utility sand. 46 d Place evenly spread bedding material on a firm trench bottom. 47 e. Provide firtn, uniform bedding. 48 1) Additional bedding may be required if ground water is present in the 49 trench. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIEiCATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -12 irruLITY T RENCH EXCAVATION, EMBEDMENT, AND BAC KFILL Page 12 of 21 1 c. Do not allow water to flow over concrete until it has sufficiently cured. 2 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 3 Control Plan if any of the following conditions are encountered: 4 I) A Ground Water Control Plan is specifically required by the Contract 5 Documents 6 2) If in the sole judgment of the City, ground water is so severe that an 7 Engineered Ground Water Control Plan is required to protect the trench or 8 the installation of the pipe which may include: 9 a) Ground water levels in the trench are unable to be maintained below 10 the top of the bedding 11 b) A firm trench bottom cannot be maintained due to ground water 12 c) Ground water entering the excavation undermines the stability of' the 13 excavation. 14 d) Ground water entering the excavation is transporting unacceptable 15 quantities of soils through the Excavation Safety System. 16 e. In the event that there is no bid item for a Ground Water Control and the City 17 requires an Engineered Ground Water Control Plan due to conditions discovered 18 at the site, the contractor will be eligible to submit a change order. 19 f. Control of ground water shall be considered subsidiary to the excavation when: 20 I) No Ground Water Control Plan is specifically identified and required in the 21 Contract Documents 22 g. Ground Water Control Plan installation, operation and maintenance 23 I) Furnish all materials and equipment necessary to implement, operate and 24 maintain the Ground Water Control Plan. 25 2) Once the excavation is complete, remove all ground water control 26 equipment not called to be incorporated into the work. 27 h. Water Disposal 28 I) Dispose of ground water in accordance with City policy or Ordinance. 29 2) Do not discharge ground water onto or across private property without 30 written permission. 31 3) Permission from the City is required prior to disposal into the Sanitary 32 Sewer. 33 4) Disposal shall not violate any Federal, State or local regulations. 34 D. Embedment and Pipe Placement 35 I. Water Lines less than, or equal to, 12 inches in diameter: 36 a. The entire embedment zone shall be of uniform material. 37 b. Utility sand shall be generally used for embedment. 38 c. If ground water is in sufficient quantity to cause sand to pump, then use 39 crushed rock as embedment. 40 I) If crushed rock is not specifically identified in the Contract Documents, 41 then crushed rock shall be paid by the pre -bid unit price. 42 d Place evenly spread bedding material on a firm trench botton. 43 e. Provide firm, uniform bedding. 44 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 45 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 46 proposed grade, unless specifically called for in the Drawings. 47 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 48 more than 12 inches, above the pipe. CITY OF FORT WORrII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 - II UTILITY TRENCH EXCAVATION, EMBEDMENT, AND I3ACKFILL Page II of21 1 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 2 excavation shall not advance beyond the pipe placement so that the trench may be 3 backfilled in the same day. 4 6. Over Excavation 5 a. Fill over excavated areas with the specified bedding material as specified for 6 the specific pipe to be installed. 7 b. No additional payment will be made for over excavation or additional bedding 8 material. 9 7. Unacceptable Backlit' Materials 10 a. In -situ soils classified as unacceptable backfill material shall be separated from 11 acceptable backfill materials. 12 b. If the unacceptable backfill material is to be blended in accordance with this 13 Specification, then store material in a suitable location until the material is 14 blended. 15 c. Remove all unacceptable material from the project site that is not intended to be 16 blended or modified. 17 8. Rock —No additional compensation will be paid for rock excavation or other 18 changed field conditions. 19 B. Shoring, Sheeting and Bracing 20 I. Engage a Licensed Professional Engineer in the State of Texas to design a site 21 specific excavation safety system in accordance with Federal and State 22 requirements. 23 2. Excavation protection systems shall be designed according to the space limitations 24 as indicated in the Drawings. 25 3. Furnish, put in place and maintain a trench safety system in accordance with the 26 Excavation Safety Plan and required by Federal, State or local safety requirements. 27 4. If soil or water conditions are encountered that are not addressed by the current 28 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 29 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 30 City. 31 5. Do not allow soil, or water containing soil, to migrate through the Excavation 32 Safety System in sufficient quantities to adversely affect the suitability of the 33 Excavation Protection System. Movable bracing, shoring plates or trench boxes 34 used to support the sides of the trench excavation shall not: 35 a. Disturb the embedment located in the pipe zone or lower 36 b. Alter the pipe's line and grade after the Excavation Protection System is 37 removed 38 c. Compromise the compaction of the embedment located below the spring line of 39 the pipe and in the haunching 40 C. Water Control 41 1. Surface Water 42 a. Furnish all materials and equipment and perform all incidental work required to 43 direct surface water away from the excavation. 44 2. Ground Water 45 a. Furnish all materials and equipment to dewater ground water by a method 46 which preserves the undisturbed state of the subgrade soils. 47 b. Do not allow the pipe to be submerged within 24 hours after placement. CITY OF FORT NORTH STANDARD CONSTRUCION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKF ILL Page 10 of 21 1 d. Conduct excavation, embedment and backfill in a manner such that there is no 2 damage to the tree canopy. 3 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 4 specifically allowed by the City. 5 1) Pruning or trimming may only be accomplished with equipments 6 specifically designed for tree pruning or trimming. 7 f. Remove trees specifically designated to be removed in the Drawings in 8 accordance with Section 31 10 00. 9 4. Above ground Structures 10 a. Protect all above ground structures adjacent to the construction. 11 b. Remove above ground structures designated for removal in the Drawings in 12 accordance with Section 02 41 13 13 5. Traffic 14 a. Maintain existing traffic, except as modified by the traffic control plan, and in 15 accordance with Section 34 71 13. 16 b. Do not block access to driveways or alleys for extended periods of time unless: 17 1) Alternative access has been provided 18 2) Proper notification has been provided to the property owner or resident 19 3) It is specifically allowed in the traffic control plan 20 c. Use traffic rated plates to maintain access until access is restored. 21 6. Traffic Signal— Poles, Mast Arms, Pull boxes, Detector loops 22 a. Notify the City's Transportation Management Division a minimum of 48 hours 23 prior to any excavation that could impact the operations of an existing traffic 24 signal. 25 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit 26 and detector loops. 27 c. Immediately notify the City's Transportation Management Division if any 28 damage occurs to any component of the traffic signal due to the contractors 29 activities. 30 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 31 cabinets, conduit and detector loops as a result of the construction activities. 32 7. Fences 33 a. Protect all fences designated to remain. 34 b. Leave fence in the equal or better condition as prior to construction. 35 3.4 INSTALLATION 36 A. Excavation 37 1. Excavate to a depth indicated on the Draw ings. 38 2. Trench excavations are defined as unclassified. No additional payment shall be 39 granted for rock or other in -situ materials encountered in the trench. 40 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 41 and bracing in accordance with the Excavation Safety Plan. 42 4. The bottom of the excavation shall be firm and free from standing water. 43 a. Notify the City immediately if the water and/or the in -situ soils do not provide 44 for a firm trench bottom. 45 b. The City will determine if any changes are required in the pipe foundation or 46 bedding. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -9 UTIUTY TRENCH EXCAVATION, EMBEDMENT, AND BACKF ILI, Page 9 of 21 I 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART3- EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Verification of Conditions 7 I. Review all known, identified or marked utilities, whether public or private, prior to 8 excavation. 9 2. Locate and protect all known, identified and marked utilities or underground 10 facilities as excavation progresses. 11 3. Notify all utility owners within the project limits 48 hours prior to beginning 12 excavation. 13 4. The information and data shown in the Drawings with respect to utilities is 14 approximate and based on record information or on physical appurtenances 15 observed within the project limits. 16 5. Coordinate with the Owner(s) of underground facilities. 17 6. Immediately notify any utility owner of damages to underground facilities resulting 18 from construction activities. 19 7. Repair any damages resulting from the construction activities. 20 B. Notify the City immediately of any changed condition that impacts excavation and 21 installation of the proposed utility. 22 3.3 PREPARATION 23 A. Protection of In -Place Conditions 24 1. Pavement 25 a. Conduct activities in such a way that does not damage existing pavement that is 26 designated to remain. 27 1) Where desired to move equipment not licensed for operation on public 28 roads or across pavement, provide means to protect the pavement from all 29 damage. 30 b. Repair or replace any pavement damaged due to the negligence of the 31 contractor outside the limits designated for pavement removal at no additional 32 cost to the City. 33 2. Drainage 34 a. Maintain positive drainage during construction and re-establish drainage for all 35 swales and culverts affected by construction. 36 3. Trees 37 a. When operating outside of existing ROW, stake permanent and temporary 38 construction easements. 39 b. Restrict all construction activities to the designated easements and ROW. 40 c. Flag and protect all trees designated to remain in accordance with Section 31 10 41 00. CITY Y OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -8 UI ILI I Y TRENCH EXCAVATION, EMBEDMENT, ANDBACKFILL. Page 8 of 21 (3) Organic impurities, ASTM C40, color no darker than standard 2 color 3 (4) Plasticity index of 4 or less when tested in accordance with ASTM 4 D4318. 5 b. Minimum of 4 percent cement content of Type 1/11 portland cement 6 c. Water 7 I) Potable water, free of soils, acids, alkalis, organic matter or other 8 deleterious substances, meeting requirements of ASTM C94 9 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. 10 e. Strength 11 I) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 12 D 1633, Method A 13 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 14 DI633, Method 15 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 16 that exceeds the maximum compressive strength shall be removed by the 17 Contractor for no additional compensation. 18 C. Random samples of delivered product will be taken in the field at point of 19 delivery for each day of placement in the work area. Specimens will be prepared 20 in accordance with ASTM D I632. 21 10. Controlled Low Strength Material (CLSM) 22 a. Conform to Section 03 34 13 23 II. Trench Geotextile Fabric 24 a. Soils other than ML or OH in accordance with ASTM D2487 25 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 26 2) Fibers shall retain their relative position 27 3) Inert to biological degradation 28 4) Resist naturally occurring chemicals 29 5) UV Resistant 30 6) Mirafi 140N by Tencate, or approved equal 31 b. Soils Classified as ML or OH in accordance with ASTM D2487 32 1) High -tenacity monofilament polypropylene woven yarn 33 2) Percent open area of 8 percent to10 percent 34 3) Fibers shall retain their relative position 35 4) Inert to biological degradation 36 5) Resist naturally occurring chemicals 37 6) UV Resistant 38 7) Mirafi FW402 by Tencate, or approved equal 39 12. Concrete Encasement 40 a. Conform to Section 03 30 00. CITY OF FORT W ORTLI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKF ILL Page 7of21 c. May be unwashed 2 d. Free from significant silt clay or unsuitable materials 3 e. Percentage of wear not more than 40 percent per ASTM CI31 or C535 4 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 5 sodium sulfate soundness per ASTM C88 6 3. Fine Crushed Rock 7 a. Durable crushed rock 8 b. Meets the gradation of ASTM D448 size numbers 8 or 89 9 c. May be unwashed 10 d. Free from significant silt clay or unsuitable materials. 11 e. Have a percentage of wear not more than 40 percent per ASTM C131 or C535 12 f. Not more than a 12 percent maximum Toss when subjective to 5 cycles of 13 sodium sulfate soundness per ASTM C88 14 4. Ballast Stone 15 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 16 b. May be unwashed 17 c. Free from significant silt clay or unsuitable materials 18 d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 19 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 20 sodium sulfate soundness per ASTM C88 21 5. Acceptable Backfill Material 22 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 23 ASTM D2487 24 b. Free from deleterious materials, boulders over 6 inches in size and organics 25 c. Can be placed free from voids 26 d. Must have 20 percent passing the number 200 sieve 27 6. Blended Backfill Material 28 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 29 b. Blended with in -situ or imported acceptable backfill material to meet the 30 requirements of an Acceptable Backfill Material 31 c. Free from deleterious materials, boulders over 6 inches in size and organics 32 d. Must have 20 percent passing the number 200 sieve 33 7. Unacceptable Backfill Material 34 a. In -situ soils classified as ML, MI -I, PT, OL or OH in accordance with ASTM 35 D2487 36 8. Select Fill 37 a. Classified as SC or CL in accordance with ASTM D2487 38 b. Liquid limit less than 35 39 c. Plasticity index between 8 and 20 40 9. Cement Stabilized Sand (CSS) 41 a. Sand 42 1) Shall be clean, durable sand meeting grading requirements for fine 43 aggregates of ASTM C33 and the following requirements: 44 a) Classified as SW, SP, or SM by the United Soil Classification System 45 of ASTM D2487 46 b) Deleterious materials 47 (1) Clay lumps, ASTM C142, less than 0.5 percent 48 (2) Lightweight pieces, ASTM C 123, less than 5.0 percent CrrY OF FORT WORTII I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -6 UTILITY T RENCI I EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 1 d. Do not block drainage ways. 2 e. Only materials used for 1 working day will be allowed to be stored in the work 3 zone. 4 B. Deliveries and haul -off- Coordinate all deliveries and haul -off. 5 1.11 FIELD [SITE] CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on subsurface conditions is not 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible 10 for interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of' the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART2- PRODUCTS 14 2.1 OWNER -FURNISHED loa] OWNER -SUPPLIED PRODUCTS 15 2.2 MATERIALS 16 A. Materials 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I. Utility Sand a. Granular and free flow ing b. Generally meets or exceeds the limits on deleterious substances per Table 1 for fine aggregate according to ASTM C 33 c. Reasonably free of organic material d. Gradation: sand material consisting of durable particles, free of thin or elongated pieces, lumps of clay, loam or vegetable matter and meets the following gradation may be used for utility sand embedment/backfill Sieve Size Percent Retained 0 0-5 #4 0-10 #16 0-20 #50 20 70 #100 60 90 #200 90-100 e. The City has a pre -approved list of sand sources for utility embedment. The pre -approved list can be found on the City website, Project Resources page. The utility sand sources in the pre -approved list have demonstrated continued quality and uniformity on City of For t Worth projects. Sand from these sources are pre -approved for use on City projects without project specific testing. 32 2. Crushed Rock 33 a. Durable crushed rock or recycled concrete 34 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 CITY OF FORT WORTtI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Weslside V Transmission Main City Project No. 103428-2 1 3 UTILITY TRENCH EXCAVATION -5 MBEDMENT, AND BACKPILL Page 5 of 21 b. Request the location of buried lines and cables in the vicinity of the proposed work. B. Sequencing 4 1. Sequence work for each section of the pipe installed to complete the embedment 5 and backfill placement on the day the pipe foundation is complete. 6 2. Sequence work such that proctors are complete in accordance with ASTM D698 7 prior to commencement of construction activities. 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 01 33 00. 10 B. All submittals shall be approved by the City prior to construction. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 I. Provide detailed drawings and explanation for ground water and surface water 14 control, if required. 15 2. Trench Safety Plan in accordance with Occupational Safety and Health 16 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 17 Excavations 18 3. Stockpiled excavation and/or backfill material 19 a. Provide a description of the storage of the excavated material only if the 20 Contract Documents do not allow storage of materials in the right-of-way of the 21 easement. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING 26 A. Storage 27 I. Within Existing Rights -of -Way (ROW) 28 a. Spoil, imported embedment and backfill materials may be stored within 29 existing ROW, easements or temporary construction easements, unless 30 specifically disallowed in the Contract Documents. ' 31 b. Do not block drainage ways, inlets or driveways. 32 c. Provide erosion control in accordance with Section 31 25 00. 33 d. Store materials only in areas barricaded as provided in the traffic control plans. 34 e. In non -paved areas, do not store material on the root zone of any trees or in 35 landscaped areas. 36 2. Designated Storage Areas 37 a. I f the Contract Documents do not allow the storage of spoils, embedment or 38 backfill materials within the ROW, easement or temporary construction 39 easement, then secure and maintain an adequate storage location. 40 b. Provide an affidavit that rights have been secured to store the materials on 41 private property. 42 c. Provide erosion control in accordance with Section 31 25 00. crrY OF FORT WOlt'rH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -4 UI'ILfrYTRENCII EXCAVATION, EMBEDMENT, ANDt3ACKFILt. Page of 21 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic 2 material 3 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding 4 or the trench foundation 5 5. Final Backfill Depth 6 a. Unpaved Areas — The depth of the final backfill measured from the top of the 7 initial backfill to the surface 8 b. Paved Areas — The depth of the final backfill measured from the top of the 9 initial backfill to bottom of permanent or temporary pavement repair 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. ASTM Standards: 15 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 16 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 17 Magnesium Sulfate 18 c. ASTM CI36-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 19 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 20 Bridge Construction. 21 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 22 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 23 f. ASTM D588 — Standard Test method for Moisture -Density Relations of Soil- 24 Cement Mixture 25 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 26 Soil Using Stand Efforts (12,400 ft-Ib/ft3 600 Kn-m/M3)). 27 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 28 Place by Sand Cone Method. 29 i. ASTM 2487 — 10 Standard Classification of Soils for Engineering Purposes 30 (unified Soil Classification System) 31 J. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 32 and Other Gravity -Flow Applications 33 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 34 Aggregate in Place by Nuclear Methods (Shallow Depth) 35 1. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 36 place by Nuclear Methods (Shallow Depth) 37 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 38 Weight of Soils and Calculations of Relative Density 39 3. OSHA 40 a. Occupational Safety and Health Administration CFR 29, Part I926-Safety 41 Regulations for Construction, Subpart P - Excavations 42 1.4 ADMINISTRATIVE REQUIREMENTS 43 A. Coordination 44 I. Utility Company Notification 45 a. Notify area utility companies at least 48 hours in advance, excluding weekends 46 and holidays, before starting excavation. cm, OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 -3 UTILITY RENCII EXCAVATION, EMI3EDMEN'I', ANDBACKFILL Page 3 of 21 1 f) Removal of ground water control system 2 5. 'french Safety 3 a. Measurement 4 I) Measured per linear foot of excavation for all trenches that require trench 5 safety in accordance with OSHA excavation safety standards (29 CFR Part 6 1926 Subpart P Safety and Health regulations for Construction) 7 b. Payment 8 I) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the unit 10 price bid per linear foot of excavation to comply with OSHA excavation 11 safety standards (29 CFR Part 1926.650 Subpart P), including, but not 12 limited to, all submittals, labor and equipment. 13 1.3 REFERENCES 14 A. Definitions 15 1. General — Definitions used in this section are in accordance with Terminologies 16 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 17 noted. 18 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 19 haunching bedding, springline, pipe zone and foundation are defined as shown in 20 the following schematic: 21 NnInI RACKFH I. SPRINGUNE HAUNCHING RIMING FOUNDATION j UNP.AVLD ARL k I XCAVAI[U NI NCII P19011; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 CLLARANCE South Westside V Transmission Main City Project No. 103428-2 -2 UTILITY TRENCH EXCAVATION, EMLEDMENT, AND BACKEILt. Page 2 of 21 1 I. Trench Excavation, Embedment and Backfill associated with the installation of an 2 underground utility or excavation 3 a. Measurement 4 1) This Item is considered subsidiary to the installation of the utility pipe line 5 as designated in the Drawings. 6 b. Payment 7 I) The work performed and the materials furnished in accordance with this 8 Item are considered subsidiary to the installation of the utility pipe for the 9 type of embedment and backfill as indicated on the plans. No other 10 compensation will be allowed. 11 2. Imported Embedment or Backfill 12 a. Measurement 13 1) Measured by the cubic yard as delivered to the site and recorded by truck 14 ticket provided to the City 15 b. Payment 16 1) Imported fill shall only be paid when using materials for embedment and 17 backfill other than those identified in the Drawings. The work performed 18 and materials furnished in accordance with pre -bid item and measured as 19 provided under "Measurement" will be paid for at the unit price bid per 20 cubic yard of "Imported Embedment/Backfill" delivered to the Site for: 21 a) Various embedment/backfill materials 22 c. The price bid shall include: 23 I) Furnishing backfill or embedment as specified by this Specification 24 2) Hauling to the site 25 3) Placement and compaction of backfill or embedment 26 3. Concrete Encasement for Utility Lines 27 a. Measurement 28 I) Measured by the cubic yard per plan quantity. 29 b. Payment 30 I) The work performed and materials furnished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price bid per cubic yard of "Concrete Encasement for Utility Lines" per 33 plan quantity. 34 c. The price bid shall include: 35 I) Furnishing, hauling, placing and finishing concrete in accordance with 36 Section 03 30 00 37 2) Clean-up 38 4. Ground Water Control 39 a. Measurement 40 I) Measurement shall be lump sum when a ground water control plan is 41 specifically required by the Contract Documents. 42 b. Payment 43 I) Payment shall be per the lump sum price bid for "Ground Water Control" 44 including: 45 a) Submittals 46 b) Additional Testing 47 c) Ground water control system installation 48 d) Ground water control system operations and maintenance 49 e) Disposal of water CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 1 2 -1 UTILIrY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 21 SECTION 33 05 10 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 I) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 I. None. 26 C. Related Specification Sections include, but are not necessarily limited to: 27 I. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 —General Requirements 30 3. Section 02 41 13 — Selective Site Demolition 31 4. Section 02 41 15 — Paving Removal 32 5. Section 02 41 14 — Utility RemovaVAbandonment 33 6. Section 03 30 00 — Cast -in -place Concrete 34 7. Section 03 34 13 — Controlled Low Strength Material (CLSM) 35 8. Section 31 10 00 — Site Clearing 36 9. Section 31 25 00— Erosion and Sediment Control 37 10. Section 33 05 26 — Utility Markers/Locators 38 I I . Section 34 71 13 — Traffic Control 39 1.2 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2021 South Westside V Transmission Main City Project No. 103428-2 DEPARTMENT: PROJECT: CITY NO./DOE NO. Water Department South Wesiside V Transmission Main 103428-2 CITY PM: Russell Redder, P.E. DESIGN ENGINEER/CONTACT: Randy Haney, P.E., CFM, PMP ADVERTISEMENT DATES: PREBID CONFERENCE: BID OPENING: ENGR'S ESTIMATE: ADDENDUM: LIST OF PLAN HOLDERS CITY OF FORT WORTH, TX October 13 and 20, 2022 October 26, 2022 November 17, 2022 S11,974,081 3 PLAN HOLDER CONTACT NAME STREET/BOX CITY STATE ZIP PHONE FAX EMAIL COMMENTS CONTRACTOR PRIME CONTRACTOR SUB BOTH REPOGRAPHICI SERVICE I INFORMATION SERVICE SUPPLIER Northwest Pipe Company Franco Piarulli 351 Longhorn Rd Fort Worth TX 76169 469-636-7213 - fpiarullinwpipe.com ■ ■ 0 ❑ ■ O McKee Utility Contractors William Geiser 2319 West Main Prague OK 74864 817-505-8213 - IIc mckeeutihty.com O ❑ 0 ❑ ■ ■ Thalle Construction Brad Miller 10110 E FM 917 Alvarado TX 76009 940-391-2778 817-728-3898 :bids(a�thalle.com ❑ ■ ❑ ■ ■ SJ Louis Construction Dustin Barber 520 S Sixth Ave Mansfield TX 76063 817-994-0415 817-447-0552 dustin.barberasilouis.com J 0 ❑ ❑ ❑ ■ Belt Construction of Texas David Latham 2908 Bethany Ln Texarkana TX 75503 903-277-8293 david a.beltinc.com , ❑ ■ ❑ ■ 0 Hodge Western Corp Alex Hodge 1617 SW Baldwin Rd Prineville OR 97754 541-903-5716 541-903-5581 lexahodgewesterncorp.cor Rock trenching contractor ■ O ❑ ■ ■ ■ Reyes Group Ltd Ramtin Serajian 1520 Parker Rd Grand Prairie TX 75050 214-260-3535 214-260-3536 rseralian(c�reyesgroup.com L] IN ❑ U ❑ ■ o ■ ■ ■ ❑ ❑ ■ ■ ■ ■ ❑ ■ 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD 106] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 33 05 13 - 6 FRAME, COVER, ANDGRADE RINGS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.4.d.2)b) — Updated to clear opening dimensions to 22 % inches 3/19/2021 C. Henry 2.2.B.4.d.2)a) — Updated to clear opening dimensions to 24 inches 2.2.B.4.d.2)b) — Updated to clear opening dimensions to 30 inches 7/02/2021 M Oeun Included composite requirements 12/09/2021 M Ogren Update specification to correspond to standard detail revisions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 330516-1 CONCRETE WATER VAULTS Page 1 of5 PART1- GENERAL 1.1 SUMMARY SECTION 33 05 16 CONCRETE WATER VAULTS A. Section Includes: 1. Concrete vaults to be used in water utility applications B. Deviations from this City of Fort Worth Standard Specification I. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 03 30 00 — Cast -In -Place Concrete 4. Section 03 80 00 — Modifications to Existing Concrete Structures 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to Water Meter and Vault. 2. Payment a. The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid per each "Water Meter and Vault" complete in place and no other compensation will be allowed. 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. American Association of State Highway and Transportation Officials (AASHTO). 3. American Concrete Institute (ACI): a. 350, Code Requirements for Environmental Engineering Concrete Structures and Commentary. 4. AS fM International (ASTM): a. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. b. C857, Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures c. C858, Standard Specification for Underground Precast Concrete Utility Structures CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330516-2 CONCRETE WATER VAULTS Page 2 of5 d. C891, Standard Practice for Installation of Underground Precast Concrete Utility Structures. c. C923, Standard Specification for Resilient Connectors Between Reinforced Concrete Manholes Structures, Pipes, and Laterals. 5. Occupational Safety and Health Administration (OSHA) a. 1910.23, Guarding Floor and Wall Openings and Holes 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 1.5 SUBMITTALS A. Submittals 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. Product Data 1. Precast Concrete Vault 2. Connection materials 3. Pipe connections at vault walls 4. Stubs and stub plugs 5. Grade ring 6. Ladder 7. External coating material 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Meet the requirements of ACI 318. 1.10 DELIVERY, STORAGE, AND HANDLING A. Deliver vault or panels (units) to project site in such quantity to assure continuity of installation. B. Store units at the project site in a manner which prevents cracking, distortion, staining or other physical damage. C. Lift units by designed lifting points or supports. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330516-3 CONCRETE WATER VAULTS Page 3 of 5 PART2- PRODUCTS 2.1 OWNER -FURNISHED ImR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers I. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Performance / Design Criteria 1. Vault a. Vault dimensions per the Drawings b. Opening per the Drawings c. Incorporate a sump into the base or floor of the vault. 1) Avoid conflicts with piping. 2) Do not locate directly under the access location if applicable. d. Place floor on a minimum 2 percent slope towards the sump. 2. Water Pipe Penetrations a. Use adjustable -linked rubber seal devices or grout, as shown in Drawings, to provide seals around pipe penetrations. 3. Vault Access a. Cover / Door 1) For non -traffic areas — non H-20 loading 30-inch x 36-inch steel single leaf door, Bilco Type J model or approved equal 2) For traffic areas — 32-inch hinged ductile iron frame and cover or as shown in manhole lid assembly in Drawings 3) With steel door, provide an automatic hold -open arm with release handle and locking device. 4) Provide Bilco type fall protection grating under aluminum door that meets OSHA 29 CFR 1910.23 requirements or approved equal. 5) Incorporate a drain gutter with an outlet routed to the exterior of the vault lid. b. Ladder 1) Provide aluminum ladder by Heron Industries or approved equal. 2) Provide ladder to dimensions shown on Drawings. C. Materials 1 Concrete for utility construction — Conform to Section 03 30 00. 2. Frame and Cover — Conform to Section 33 05 13. 3. Grade Ring — Conform to Section 33 05 13 and ASTM C 478. 4. Reinforcing Steel — Conform to Section 03 30 00. 5. Sewer Pipe Connections — Conform to ASTM C923 or ASTM C1628. 6. Adjustable -linked rubber seal devices a. Manufactured by Link -Seal or approved equal 7. Interior Coating or Liner — Conform to Section 33 39 60. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330516-4 CONCRETE WATER VAULTS Page 4 oF5 8. Exterior Coating a. Coal Tar Bitumastic for below grade damp proofing b. Dry film thickness (DFT) no less than 12 mils and no greater than 30 mils c. Solids content is 68 percent by volume ± 2 percent. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3- EXECUTION 3.1 INSTALLERS (NOT USED] 3.2 EXAMINATION A. Evaluation and Assessment 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General I. Vault a. Perform installation in accordance to ASTM C891. b. Construct vault to dimensions shown on Drawings. c. Precast Sections 1) Clean bell spigot and gaskets a) Lubricate and join 2) Minimize number of segments. d. Vault Base 1) Place vault base on 6-inch minimum base of compacted crushed rock (per Section 33 05 10) over undisturbed soils and grade level to elevation shown on the Drawings. 2. Water Pipe Penetrations a. Install adjustable -linked rubber seal devices around pipe penetrations in accordance with the manufacturer's recommendation. 3. Modifications and pipe penetrations into vaults shall conform to Section 03 80 00. 3.5 REPAIR / RESTORATION (NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD 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] CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330516-5 CONCRETE WATER VAULTS Page 5 of 5 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CIIANGE 12/20/2012 D. Johnson 2.2.B.3 — Modified vault hatch door and ladder requirements 2.2.C.6 -- Modified rubber seal requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 PART1- GENERAL 1.1 SUMMARY SECTION 33 05 22 STEEL CASING PIPE 330522-I STEEL CASING PIPE Page 1 of6 A. Section Includes: 1. Minimum requirements for manufacturing, furnishing and transporting Steel Casing Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown on the Drawings B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 4. Section 33 05 20 -- Auger Boring 5. Section 33 05 23 — Hand Tunneling 6. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Open Cut a. Measurement 1) Measured horizontally along the surface for length of Steel Casing Pipe installed 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 bid per linear foot of "Casing, By Open Cut" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 2) Mobilization 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess material 7) Furnishing, placement, and compaction of embedment 8) Furnishing, placement, and compaction of backfill 9) Clean-up 2. By Other than Open Cut a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No- 103428-2 Addendum No. 3 330522-2 STEEL CASING PIPE Page 2 of6 1) Measured horizontally along the surface for length of Steel Casing Pipe installed 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 bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes 2) 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 bid per linear foot of "Casing, By Other than Open Cut" installed for: a) Various Sizes c. The price bid shall include: I) Furnishing and installing Steel Casing Pipe as specified by the Drawings 2) Mobilization 3) Launching shaft 4) Receiving shaft 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of backfill 10) Clean-up 1.3 REFERENCES A. Reference Standards I . 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. ASTM International (ASTM): a. A139, Standard Specification for Electric -Fusion (Arc) -Welded Steel Pipe (NPS Sizes 4 and Over). 3. American Water Works Association (AWWA): a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot Applied. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals 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. Product Data 1. Exterior Coating a. Material data b. Field touch-up procedures 2. Interior Coating CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project Na 103428-2 Addendum No. 3 330522-3 STEEL CASING PIPE Page 3 of 6 a. Material data b. Field touch-up procedures B. Shop Drawings 1. No shop drawings required for Auger Boring 2. For Tunneling, provide the following: a. Furnish details for Steel Casing Pipe outlining the following: 1) Grout/lubrication ports 2) Joint details 3) Other miscellaneous items for furnishing and fabricating pipe b. Submit calculations in a neat, legible format that is sealed by a Licensed Professional Engineer in Texas, consistent with the information provided in the geotechnical report, and includes: I) Calculations confirming that pipe jacking capacity is adequate to resist the anticipated jacking loads for each crossing with a minimum factor of safety of 2 2) Calculations confirming that pipe capacity is adequate to safely support all other anticipated loads, including earth and groundwater pressures, surcharge loads, and handling loads 3) Calculations confirming that jointing method will support all loading conditions 1.7 CLOSEOUT SUBMITTALS INOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery, Handling, and Storage 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and installed, as recommended by the manufacturer, for protection during shipping and storage. 2. Deliver, handle and store pipe in accordance with the Manufacturer's recommendations to protect coating systems. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED loll] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Design Criteria 1. The Contractor is fully responsible for the design of Steel Casing Pipe that meets or exceeds the design requirements of this Specification and that is specifically designed for installation by the intended trenchless method. 2. For Steel Casing Pipe utilized for tunneling projects, consider the following: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 330522-4 STEEL CASING PIPE Page 4 of 6 a. Design of the casing pipe shall account for all installation and service loads including: 1) Jacking loads 2) External groundwater and earth loads 3) Traffic loads 4) Practical consideration for handling, shipping and other construction operations 5) Any other live or dead loads reasonably anticipated b. Design shall be sealed and signed by a registered Professional Engineer licensed in the State of Texas. c. The allowable Jacking capacity shall not exceed 50 percent of the minimum steel yield stress. 3. Steel Casing Pipe shall have a minimum wall thickness as follows: Casing Pipe Diameter (inches) Minimum Wall (inches) Thickness 14— 18 .3125 (5/16) 20 — 24 .375 (3/8) 26 — 32 .5 (1 /2) 34 — 42 .625 (5/8) 44 — 48 .6875 (11/16) 54 0.75 (3/4) 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently install the required carrier pipe with casing spacers as required in Section 33 05 24. a. Allowable casing diameters are shown on the Drawings for each crossing. 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable work areas. 6. Random segments of pipe will not be permitted for straight runs of casing. a. Closing piece segments, however, shall be acceptable. 7. When required by installation method, provide grout/lubricant ports along the pipe at intervals of 10 feet or less. a. Ports and fittings shall be attached to the pipe in a manner that will not materially affect the strength of the pipe nor interfere with installation of carrier pipe. b. Plugs for sealing the fittings shall be provided by the Contractor and shall be capable of withstanding all external and internal pressures and loads without leaking. B. Materials 1. Provide new, smooth -wall, carbon steel pipe conforming to ASTM A 139, Grade B. 2. Dimensional Tolerances a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are compatible with performance requirements and proposed installation methods that meet or exceed the specific requirements below: 1) Minimum wall thickness at any point shall be at (east 87.5 percent of the nominal wall thickness. CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 330522-5 STEEL CASING PIPE Page 5 of 6 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal circumference, whichever is less. 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside diameter. 4) Roundness such that the difference between the major and minor outside diameters shall not exceed 0.5 percent of the specified nominal outside diameter or 1/4 inch, whichever is less. 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot length. 3. All steel pipe shall have square ends. a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from a true plane perpendicular to the axis of the pipe and passing through the center of the pipe at the end. b. When pipe ends have to be beveled for welding, the ends shall be beveled on the outside to an angle of 35 degrees with a tolerance oft 21/4 degrees and with a width of root face 1/16 inch f 1/32 inch. 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. a. All girth weld seams shall be ground flush. C. Finishes 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in accordance with the requirements of AWWA C203. a. Touch up after field welds shall provide coating equal to those specified above. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION ]NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Install Steel Casing Pipe for By Other that! Open Cut in accordance with Section 33 05 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with Section 33 05 10. 1. Steel Casing Pipe connections shall be achieved by full penetration field butt welding or an integral machine press -fit connection (Permalok or equal) prior to installation of the pipe, depending on the type of carrier pipe. 2. Allowable joint types for each crossing are shown on the Drawings. 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of steel pipe is acceptable. 4. Integral machined press -fit connections shall be installed in accordance with the manufacturer's installation procedures and recommendations. CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westsidc V Transmission Main City Project No. 103428-2 Addendum No. 3 330522-6 STEEL CASING PIPE Page 6 of 6 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with Section 33 05 24. C. Contact grouting of the annulus outside the casing pipe shall be performed in accordance with Section 33 05 23 or Section 33 05 20. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD load SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CIIANGE 12/20/2012 U. Johnson 2.2.A - Formatting mortified to apply thickness requirements for all casing installation methods I I/1O/2022 K. Keefer 2.2.A - Adding Minimum Wall Thickness to Casing Pipe greater than 48". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South VVestside V Transmission Main City Project No. 103428-2 Addendum No. 3 SECTION 33 05 23 HAND TUNNELING PART1- GENERAL 1.1 SUMMARY 330523-1 HAND TUNNELING Paget of 10 A. Section Includes: I. Minimum requirements for Hand Tunneling using tunnel liner plate or casing pipe at the locations shown on the Drawings B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I . Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 05 21 — Tunnel Liner Plate 4. Section 33 05 22 — Steel Casing Pipe 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to Tunnel Liner Plate or Steel Casing Pipe installation. 2. Payment a. The work performed and materials furnished in accordance with this Item are considered subsidiary the unit price bid per linear foot of By Other than Open Cut installation of Tunnel Liner plate or Steel Casing to be completed in place, and no other compensation will be allowed. 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. American Association of State Highway and Transportation Officials (AASHTO): a. HB-17, Standard Specifications for Highway Bridges. 3. Occupational Safety and Health Administration (OSHA) a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavation. 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre -installation CITY OF FORT WORTH S1'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-2 IIAND TUNNELING Paget of 10 I. The Contractor shall provide written notice to the City at least 72 hours in advance of the planned launch of tunneling operations. 1.5 SUBMITTALS A. Submittals 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. Shop Drawings I. Submit the following, when required by the Contract Documents: a. Detailed description of the methods and equipment to be used in completing each reach of tunnel b. Description of the survey methods that will be used to ensure that the tunnel is advanced as shown on the Drawings and within the line and grade tolerances specified c. Shaft layout drawings I) Detailing dimensions and locations of all equipment, including overall work area boundaries, crane, front-end loader, forklift, spoil stockpiles, spoil hauling equipment, pumps, generator, pipe storage area, tool trailer or containers, fences, and staging area 2) Shaft layout drawings will be required for all shaft locations and shall be to scale, or show correct dimensions. 3) Layout such that all equipment and operations shall be completely contained within the allowable construction areas shown on the Drawings d. Schedule in accordance with Division 1 to include the following activities as independent items: I) Mobilization 2) Shaft excavation and support 3) Water control at shafts 4) Working slab construction 5) Thrust wall construction 6) Tunneling 7) Shaft backfill 8) Site restoration 9) Cleanup 10) Demobilization 2. For all projects, provide the following for Contact Grouting: a. Contact Grouting (outside of casing) Work Plan and Methods including: 1) Grouting methods 2) Details of equipment 3) Grouting procedures and sequences including: a) Injection methods b) Injection pressures c) Monitoring and recording equipment d) Pressure gauge calibration data e) Materials 4) Grout mix details including: a) Proportions b) Admixtures including: CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-3 IIAND TUNNELING Page 3 of 10 (l) Manufacturer's literature (2) Laboratory test data verifying the strength of the proposed grout mix (3) Proposed grout densities (4) Viscosity (5) Initial set time of grout (a) Data for these requirements shall be derived from trial batches from an approved testing laboratory. 5) Submit a minimum of 3 other similar projects where the proposed grout mix design was used. 6) Submit anticipated volumes of grout to be pumped for each application and reach grouted. B. Daily Records I. Submit samples of the tunneling logs or records to be used at least 7 days prior to beginning Hand Tunneling. 2. Submit daily records to the City's Inspector by noon on the day following the shift for which the data or records were taken. 3. Daily records shall include: a. Date b. Time c. Name of operator d. Tunnel drive identification e. Installed liner ring and corresponding tunnel length f. Time required to tunnel each ring g. Time required to set subsequent ring h. Spoil volumes (muck carts per liner ring and estimated volume of spoil in each muck cart) i. Grout volumes and pressures 1. Soil conditions, including occurrences of unstable soils and estimated groundwater inflow rates, if any k. Line and grade offsets 1. Any movement of the guidance system m. Problems encountered during tunneling n. Durations and reasons for delays o. Manually recorded observations made: I) At intervals of not less than 2 every 5 feet 2) As conditions change 3) As directed by the City and/or Engineer 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Failure to meet the qualification requirements is failure to fulfill the Contract and the Contractor will be required to obtain a subcontractor that meets the qualification requirements. 2. Contractor CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-4 HAND TUNNELING I'agc 4 of 10 a. All tunneling work shall be performed by an experienced subcontractor or Contractor who has at least 5 years of experience in performing tunneling work and has completed at least 5 projects of similar diameter in similar ground conditions. 3. All Work by the Contractor shall be done in the presence of the City unless the City grants prior written approval to perform such work in City's absence. 4. The Contractor shall allow access to the City and/or Engineer and shall furnish necessary assistance and cooperation to aid in the observations, measurements, data and sample collection including, but not limited to, the following: a. The City and/or Engineer shall have access to the tunneling system prior to, during and following all tunneling operations. b. The City and/or Engineer shall have access to the tunneling shafts prior to, during and following all tunneling operations. 1) This shall include, but not be limited to, visual inspection of installed pipe and verification of line and grade. 2) The Contractor shall provide safe access in accordance with all safety regulations. c. The City and/or Engineer shall have access to spoils removed from the tunnel excavation prior to, during and following all tunneling operations. I) The City shall be allowed to collect soil samples from the muck buckets or spoil piles a minimum of once every 10 feet and at any time when changes in soil conditions or obstructions are apparent or suspected. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED [on] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Description 1. Tunnel Liner Plate shall be in accordance with Section 33 05 21. 2. Casing Pipe shall be in accordance with Section 33 05 22. B. Design Criteria 1. Design excavation methods and spoil conveyance system for the full range of ground conditions described in the Geotechnical Reports 2. Tolerance a. Accurately maintain the face of the excavation inside the tunnel so as to allow the absolute minimum of void space outside the casing/liner plate. b. Maintain a maximum of 'A inch tolerance between the outside of the casing/liner plate and the excavation wherever possible. c. The tunnel diameter shall not be greater than 2 inches larger than the casing/liner outer diameter (O.D.). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-5 HAND TUNNELING Page 5 of 10 3. Use methods and equipment that control surface settlement and heave above the pipeline to prevent damage to existing utilities, facilities and improvements. a. Limit any ground movements (settlement/heave) to values that shall not cause damage to adjacent utilities and facilities. b. Repair any damage caused by ground movements at no cost to the City. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION A. Tunneling shall not begin until the following have been completed: I. All required submittals have been made and the City and/or Engineer has reviewed and accepted all submittals. 2. Review of available utility drawings and location of conduits and underground utilities in all areas where excavation is to be performed. a. Notify the applicable one -call system prior to any excavation to avoid interference with the existing conduits and utilities. I) Repair damage to existing utilities resulting from excavation at no additional cost to the City. 3. Shaft excavations and support systems for each drive completed in accordance with the requirements of the Specifications. 4. Site safety representative has prepared a code of safe practices in accordance with OSHA requirements. a. Provide the Engineer and Owner with a copy of each prior to starting shaft construction or tunneling. b. hold safety meetings and provide safety instruction for new employees as required by OSHA. 5. All specified settlement monitoring points have been installed, approved and baselined in accordance with the Contract Documents. B. Verification of Stability L Confirm that the ground will remain stable without movement of soil or water while the entry/exit location shoring is removed and while the tunnel is launched or received into a shaft. 2. Demonstrate that all soils have been stabilized at all tunnel portal locations to: a. Prevent the inflow of weak, running or flowing soils. b. Prevent the inflow of loose rock. c. Prevent and control groundwater inflows. 3.4 INSTALLATION A. Tunnel Methods CITY OF FORT WORT!' STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-6 IIAND TUNNELING Page of10 1. Tunnel liner plate shall not be used where bore or jack methods are used, or where not allowed on the Drawings or permits. 2. The Contractor shall be fully responsible to: a. Ensure the methods used are adequate for the protection of workers, pipe, property and the public b. Provide a finished product as required. B. General 1. The Contractor shall immediately notify the City, in writing, if and when any problems are encountered with equipment or materials, or if the Contractor believes the conditions encountered are materially and significantly different than those represented within the Contract Documents. 2. Properly manage and dispose of groundwater inflows to the shafts in accordance with requirements of Specifications and all permit conditions. a. Discharge of groundwater inflow into sanitary sewers is not allowed without proper approval and permits. 3. Furnish all necessary equipment, power, water and utilities for tunneling, spoil removal and disposal, grouting and other associated work required for the methods of construction. 4. Promptly clean up. Remove and dispose of any spoil or slurry spillage. 5. Whenever there is a condition that is likely to endanger the stability of the excavation or adjacent structures, operate with a full crew 24 hours a day, including weekends and holidays, without interruption, until those conditions no longer Jeopardize the stability of the Work. C. Installation with Steel Casing Pipe 1. Jack the pipe from the low or downstream end, unless specified otherwise. a. Provide heavy duty jacks suitable for forcing the pipe through the embankment. 1) When operating Jacks, apply pressure evenly. b. Provide a suitable Jacking head and bracing between Jacks so that pressure will be applied to the pipe uniformly around the ring of the pipe. c. Provide a suitable Jacking frame or back stop. d. Set the pipe to be Jacked on guides, properly braced together, to support the section of the pipe and to direct it in the proper line and grade. e. Place the whole Jacking assembly so as to line up with the direction and grade of the pipe. f. In general, excavate embankment material just ahead of the pipe and remove material through the pipe. g. Force the pipe through the embankment with Jacks into the space excavated. 2. The excavation for the underside of the pipe, for at least 1/3 of the circumference of the pipe, shall conform to the contour and grade of the pipe. a. Provide a clearance of not more than 2 inches for the upper half of the pipe. I) This clearance shall be tapered off to 0 at the point where the excavation conforms to the contour of the pipe. b. Extend the distance of the excavation beyond the end of the pipe depending on the character of the material, but do not exceed 2 feet in any case. 1) Decrease the distance if the character of the material being excavated makes it desirable to keep the advance excavation closer to the end of the pipe. CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-7 HAND TUNNELING Pagel of10 3. If desired, use a cutting edge of steel plate around the head end of the pipe extending a short distance beyond the end of the pipe with inside angles or lugs to keep the cutting edge from slipping back onto pipe. 4. When jacking of pipe has begun, carry on the operation without interruption to prevent the pipe from becoming firmly set in the embankment. a. Remove and replace any pipe damaged in the jacking operations. b. The Contractor shall absorb the entire expense. D. Installation with Tunnel Liner Plate I. Install the tunnel liner plates to the limits indicated on the Drawings and as specified in AASHTO HB-17, Section 11-26, Construction of Tunnels Using Steel Tunnel Liner Plates. a. Assemble liner plates into circumferential rings. b. Liner plates shall be of the type to permit segments to be installed completely from inside the tunnel. 2. Accurately maintain the face of the excavation inside the tunnel so as to allow the absolute minimum of void space outside the casing/liner plate. a. Maintain a maximum of % inch tolerance between the outside of the casing/liner plate and the excavation wherever possible. b. The tunnel diameter shall not be greater than 2 inches larger than the liner O.D. 3. Liner plate installation shall proceed as closely as possible behind the excavation. a. Excavation shall at no time be more than 6 inches ahead of the required space to install an individual tunnel liner plate. b. Use breast plates, poling boards or other suitable devices to maintain accurate excavation with the minimum of unsupported excavation at any time. c. Casing/Tunnel liner plate shall not be allowed to deflect vertically during installation. 4. Tunneling operations shall control surface settlement and heave above the pipeline to prevent damage to existing utilities, facilities and improvements. a. In no case shall ground movements cause damage to adjacent structures, roadways, or utilities. b. The Contractor shall repair any damage resulting from construction activities, at no additional cost to the City and without extensions of schedule for completion. E. Contact Grouting I. Pressure grout any voids caused by or encountered during the tunneling. a. Modify equipment and procedures as required to avoid recurrence of excessive settlements or damage. 2. Install contact grout in thc void space between the outside of the casing/tunnel liner and thc excavation. a. For tunnel liner plate, install pressure grout mix at the end of each work day or more often, as conditions warrant. 3. Install pressure grouting through grout fittings for the casing/tunnel liner plate 48- inches in diameter or lager. a. Grout fittings shall be fabricated into tunnel liner plate at a maximum spacing of 6 feet. b. Remove and plug grout fittings after pressure grouting. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-8 HAND TUNNELING Page 8 of 10 4. Install pressure grout from the low end for all crossings where grout fittings are not used. a. Seal the low end and pressure grout until grout is extruded from the opposite end. F. Control of Line and Grade I. Confirm that all established benchmarks and control points provided for the Contractor's use are accurate. a. Use these benchmarks to furnish and maintain all reference lines and grades for tunneling. b. Use lines and grades to establish the location of the pipe using a laser or theodolite guidance system. c. Submit to the City copies of field notes used to establish all lines and grades and allow the Engineer to check guidance system setup prior to beginning each tunneling drive. d. Provide access for the City to perform survey checks of the guidance system and the line and grade of the carrier pipe on a daily basis during tunneling operations. e. The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 2. The casing/tunnel liner shall be installed in accordance with the following tolerances: a. Variations from design line or grade: f 2 inches maximum 1) If the installation is off line or grade, make the necessary corrections and return to the design alignment and grade at a rate of not more than 1 inch per 25 feet. 3. Monitor line and grade continuously during tunneling operations. a. Record deviation with respect to design line and grade once at each pipe joint and submit records to Engineer daily. 4. If the pipe installation does not meet the specified tolerances, correct the installation, including any necessary redesign of the pipeline or structures and acquisition of necessary easements. G. Obstructions I. If the tunneling operations should encounter an object or condition that impedes the forward progress of the shield, notify the City immediately. 2. Correct the condition and remove, clear or otherwise make it possible for the shield to advance past any objects or obstructions that impede forward progress. 3. Proceed with removal of the object or obstruction by methods submitted by the Contractor and accepted by the City and/or Engineer. 4. Compensation a. The Contractor will receive compensation by change order for removal of obstructions, as defined as metallic debris, reinforced concrete, rocks, whole trees and other hard objects with a maximum dimension larger than 50 percent of the outer diameter of the shield which: 1) Cannot be broken up by the cutting tools with diligent effort, and 2) Are located partially or wholly within the cross -sectional area of the bore 3) Contain utilities or ditch lines located longitudinally within the tunnel horizon CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523-9 HAND TUNNELING Page 9 of 10 b. Payment will be negotiated with the Contractor on a case -by -case basis. c. The City and/or Engineer shall be provided an opportunity to view obstruction prior to removal. 1) Any removal process that does not allow direct inspection of the nature and position of the obstruction will not be considered for payment. d. No additional compensation will be allowed for removing, clearing or otherwise making it possible for the shield to advance past objects consisting of cobbles, boulders, wood, reinforced concrete, and other objects or debris with maximum lateral dimensions less than 50 percent of the outer diameter of the shield. 3.5 CLEANUP AND RESTORATION A. After completion of the tunneling, all construction debris, spoils, oil, grease and other materials shall be removed from the tunneling pipe, shafts and all work areas. 1. Cleaning shall be incidental to the construction. B. Restoration shall follow construction as the Work progresses and shall be completed as soon as reasonably possible. 1. Restore and repair any damage resulting from surface settlement caused by shaft excavation or tunneling. 2. Any property damaged or destroyed, shall be restored to a condition equal to or better than that to which it existed prior to construction. 3. Restoration shall be completed no later than 30 days after tunneling is complete, or earlier if required as part of a permit or easement agreement. 4. This provision for restoration shall include all property affected by the construction operations. 3.6 RE -INSTALLATION [NOT USED[ 3.7 SITE QUALITY CONTROL A. Safety 1. No gasoline powered equipment shall be permitted in receiving shafts/pits. a. Diesel, electrical, hydraulic and air powered equipment arc acceptable, subject to applicable local, State, and Federal regulations. 2. Furnish and operate a temporary ventilation system in accordance with applicable safety requirements when personnel are underground. a. Perform all required air and gas monitoring. b. Ventilation system shall provide a sufficient supply of fresh air and maintain an atmosphere free of toxic or flammable gasses in all underground work areas. 3. Perform all Work in accordance with all current applicable regulations and safety requirements of the Federal, State, and Local agencies. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and Subpart P, Excavations. a. In the event of conflict, comply with the more stringent requirements. 4. If personnel will enter the pipe during construction, the Contractor shall develop an emergency response plan for rescuing personnel trapped underground in a shaft excavation or pipe. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330523 -10 IIAND TUNNELING Page 10 of10 a. Keep on -site all equipment required for emergency response in accordance with the agency having jurisdiction. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330524-I INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 10 1 SECTION 33 05 24 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner 7 plate at locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 2.2.B.1 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 01 30 — Sewer and Manhole Testing 15 4. Section 33 11 13 - Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate 19 a. Measurement 20 I) Measured horizontally along the surface from centerline to centerline of the 21 beginning of the casing/liner to the end of the casing/liner 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the 25 unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: 26 a) Various Sizes 27 c. The price bid shall include: 28 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel 29 Liner Plate as specified by the Drawings 30 2) Mobilization 31 3) Grout 32 4) Casing Spacers 33 5) End seals 34 6) Excavation 35 7) Hauling 36 8) Disposal of excess material 37 9) Clean-up 38 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 39 a. Measurement 40 1) Measured horizontally along the surface from centerline to centerline of the 41 beginning of the casing/liner to the end of the casing/liner Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South \Vestside V Transmission Main City Project No. 103428-2 Addendum No. 1 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2 of 10 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the 4 unit price bid per linear foot for "Water Carrier Pipe" complete in place for: 5 a) Various Sizes 6 c. The price bid shall include: 7 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate 8 as specified by the Drawings 9 2) Mobilization 10 3) Grout 11 4) Joint restraint 12 5) Casing Spacers 13 6) End seals I4 7) Excavation 15 8) Hauling 16 9) Disposal of excess material 17 10) Clean-up 18 1.3 REFERENCES 19 A. Definitions 20 I. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 21 2. Casing: A steel pipe or tunnel liner installed by trcnchless methods that supports the 22 ground and provides a stable underground excavation for installation of the carrier 23 pipe 24 B. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. American Society of Testing and Materials (ASTM) 29 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 30 Specimens. 31 b. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 32 Mortars (Using 2-in or [50 mm] Cube Specimens). 33 c. D638, Standard Test Method for Tensile Properties of Plastics. 34 3. International Organization for Standardization (ISO): 35 a. 9001, Quality Management Systems - Requirements. 36 4. Occupational Safety and Health Administration (OSHA) 37 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 38 1926, Subpart S, Underground Construction and Subpart P, Excavation. 39 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 40 1.5 SUBMITTALS 41 A. Submittals shall be in accordance with Section 01 33 00. 42 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH South Westside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103428-2 Revised October 27, 2013 Addendum No. I 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Casing Isolators/Spacers 4 a. Material Data 5 2. Grout Mix 6 a. Material Data 7 B. Shop Drawings 8 1. Required for 24-inch and larger pipe installations 9 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 10 construction methods to be employed. 11 3. Casing Spacers/Isolators 12 a. Detail drawings and manufacturer's information for the casing isolators/spacers 13 that will be used. 14 l) Include dimension and component materials and documentation of 15 manufacturer's ISO 9001:2000 certification. 16 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 17 by -case basis. 18 c. For consideration of alternate method, submit a detailed description of method 19 including details. 20 4. End seal or bulkhead designs and locations for casing/liners. 21 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 22 Plan and Methods including: 23 a. Grouting methods 24 b. Details of equipment 25 c. Grouting procedures and sequences including: 26 1) Injection methods 27 2) Injection pressures 28 3) Monitoring and recording equipment 29 4) Pressure gauge calibration data 30 5) Materials 31 d. Grout mix details including: 32 1) Proportions 33 2) Admixtures including: 34 a) Manufacturer's literature 35 b) Laboratory test data verifying the strength of the proposed grout mix 36 c) Proposed grout densities 37 d) Viscosity 38 e) Initial set time of grout 39 (1) Data for these requirements shall be derived from trial batches from 40 an approved testing laboratory. 41 e. Submit a minimum of 3 other similar projects where the proposed grout mix 42 design was used. 43 f. Submit anticipated volumes of grout to be pumped for each application and 44 reach grouted. 45 g. For pipe installations greater than 36-inches, without hold down jacks or a 46 restrained spacer, provide buoyant force calculations during grouting and 47 measures to prevent flotation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page of 10 1) Calculations sealed by a licensed Engineer in the State of Texas. 2 h. Description of methods and devices to prevent buckling of carrier pipe during 3 grouting of annular space, if required 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE 7 A. Certifications 8 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 9 ISO9001:2000. 10 1.10 DELIVERY, STORAGE, AND HANDLING (NOT USED] 1 I 1.11 FIELD [SITE] CONDITIONS (NOT USED] 12 1.12 WARRANTY [NOT USED] 13 PART2- PRODUCTS 14 2.1 OWNER -FURNISHED IoR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 15 2.2 MATERIALS 16 A. Manufacturers 17 1. Only the manufacturers as listed on the City's Standard Products List will be 18 considered as shown in Section 01 60 00. 19 a. The manufacturer must comply with this Specification and related Sections. 20 2. Any product that is not listed on the Standard Products List is considered a 21 substitution and shall be submitted in accordance with Section 01 25 00. 22 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer 23 regularly engaged in the manufacturing of casing spacers/isolators. 24 B. Design Criteria and Materials 25 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as 26 indicated in PART 3 of this Specification, incorporating all support/insulator 27 dimensions reuuired. Diameter (inches) Material Specification Reference Water Line 6-12 DIP (Restrained) 33 11 10 DIP (Restrained) 33 11 10 16-20 AWWA C303 (Restrained) 33 1 1 13 DIP (Restrained) 33 1 1 10 AWWA C303 (Restrained) 33 I l 13 AWWA C301 (Restrained) 33 1 1 13 24 and greater AWWA C200 (Restrained) 33 11 14 Sanitary DIP (with Ceramic Epoxy) 33 1 110 Sewer Line 8-16 PVC C900 DRI4 33 31 20 18 and greater DIP (with Ceramic Epoxy) 33 1 1 10 CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page of 10 Fiberglass 33 31 13 1 2. Grout of annular space 2 a. For gravity sewer carrier pipe installation: 3 I) Fill all voids between the carrier pipe and the casing or liner with grout. 4 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 5 shall be in contact with the grout. 6 b. For water line installation: 7 1) No annular space fill will be used. 8 3. Grout Mixes 9 a. Low Density Cellular Grout (LDCC) 10 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be 11 LDCC. 12 2) The LDCC shall be portland cement based grout mix with the addition of a 13 foaming agent designed for this application. 14 3) Develop 1 or more grout mixes designed to completely fill the annular 15 space based on the following requirements: 16 a) Provide adequate retardation to completely fill the annular space in 1 17 monolithic pour. 18 b) Provide less than I percent shrinkage by volume. 19 c) Compressive Strength 20 (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 21 d) Design grout mix with the proper density and use proper methods to 22 prevent floating of the carrier pipe. 23 e) Proportion grout to flow and to completely fill all voids between the 24 carrier pipe and the casing or liner. 25 4. End Seals 26 a. Provide end seals at each end of the casing or liner to contain the grout backfill 27 or to close the casing/liner ends to prevent the inflow of water or soil. 28 I) For water piping less than 24-inch diameter, use hard rubber seals, Model 29 PL Link Seal as manufactured by the Thunderline Corporation or approved 30 equal. 31 2) For water piping 24-inch diameter and greater, use pull -on, 1/8 inch thick, 32 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 33 Insulator, Inc. or approved equal. 34 3) For sewer piping, no end seals are required since the annular space between 35 the carrier pipe and the casing will be grouted. 36 b. Design end seals to withstand the anticipated soil or grouting pressure and be 37 watertight to prevent groundwater from entering the casing. 38 5. Casing Spacers/Insulators 39 a. Provide casing spacers/insulators to support the carrier pipe during installation 40 and grouting (where grout is used). 41 1) For concrete pressure pipe, mortar bands may be allowed in lieu of casing 42 spacers/isolators. 43 2) Mortar bands shall be in accordance with Section 33 11 13. 44 b. Casing Spacers/Isolators material and properties: 45 I) Shall be minimum 14 gage 46 2) For water pipe, utilize Stainless Steel. 47 3) For sewer pipe, utilize Coated Steel. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South westside V 'transmission Main City Project No. 103428-2 Addendum No. 1 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL. LINER PLATE Page of 10 1 4) Suitable for supporting weight of carrier pipe without deformation or 2 collapse during installation 3 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 4 operations and prevent floating or movement. 5 d. Provide dielectric strength sufficient to electrically isolate each component 6 from one another and from the casing. 7 e. Design risers for appropriate loads, and, as a minimum: 8 1) Provide 10 gage steel risers 9 a) Provide stainless steel bands and risers for water installations. 10 f. Band material and criteria I 1 1) Provide polyvinyl chloride inner liner with: 12 a) Minimum thickness of 0.09 inches 13 b) Durometer "A" of 85-90 hardness 14 c) Minimum dielectric strength of 58,000 volts 15 g. Runner material and criteria 16 1) Provide pressure -molded glass reinforced polymer or UIIMW with: 17 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 18 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 19 steel studs. 20 3) Runner studs and nuts shall be recessed well below the wearing surface of 21 the runner 22 a) Fill recess with a corrosion inhibiting filler. 23 h. Riser height 24 1) Provide sufficient height with attached runner allow a minimum clearance 25 of 2 inches between the outside of carrier pipe bells or couplings and the 26 inside of the casing liner surface. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 3.4 INSTALLATION 34 A. General 35 1. Carrier pipe installation shall not begin until the following tasks have been 36 completed: 37 a. All required submittals have been provided, reviewed and accepted. 38 b. All casing/linerloints are watertight and no water is entering casing or liner 39 from any sources. 40 c. All contact grouting is complete. 41 d. Casing/liner alignment record drawings have been submitted and accepted by 42 City to document deviations due to casing/liner installation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page of 10 1 e. Site safety representative has prepared a code of safe practices and an 2 emergency plan in accordance with applicable requirements. 3 2. The carrier pipe shall be installed within the casings of liners between the limits 4 indicated on the Drawings, to the specified lines and grades and utilizing methods 5 which include due regard for safety of workers, adjacent structures and 6 improvements, utilities and the public. 7 B. Control of Line and Grade 8 1. Install Carrier pipe inside the steel casing within the following tolerances: 9 a. Horizontal 10 1) t 2 inches from design line 11 b. Vertical 12 1) +1 inch from design grade 13 2. Check line and grade set up prior to beginning carrier pipe installation. 14 3. Perform survey checks of line -and -grade of carrier pipe during installation 15 operations. 16 4. The Contractor is fully responsible for the accuracy of the installation and the 17 correction of it, as required. 18 a. Where the carrier pipe installation does not satisfy the specified tolerances, 19 correct the installation, including if necessary, redesign of the pipe or structures 20 at no additional cost to City. 21 C. Installation of Carrier Pipe 22 I. Pipe Installation 23 a, Remove all loose soil from casing or liner. 24 b. Grind smooth all rough welds at casing joints. 25 2. Installation of Casing Spacers 26 a. Provide casing spacers, insulators or other approved devices to prevent 27 flotation, movement or damage to the pipe during installation and grout backfill 28 placement. 29 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 30 casings or tunnels. 31 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 32 insulators and pipe insertion. 33 d. Install spacers in accordance with manufacturer's recommendations. 34 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 35 and the casing. 36 f. Carrier pipe shall be installed without sliding or dragging it on the ground or in 37 the casing/liner in a manner that could damage the pipe or coatings. 38 1) If guide rails are allowed, place cement mortar on both sides of the rails. 39 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 40 lubricant to minimize friction when installing the carrier pipe. 41 h. The carrier pipe shall be electrically isolated from the carrier pipe and from the 42 casing. 43 i. Grade the bottom of the trench adjacent to each end of the casing to provide a 44 firm, uniform and continuous support for the pipe. If the trench requires some 45 backfill to establish the final trench bottom grade, place the backfill material in 46 6-inch lifts and compact each layer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 1 1 2 J• 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER ('LATE Page 8 of 10 After the casing or tunnel liner has been placed, pump dry and maintain dry until the casing spacers and end seals are installed. 3 3. Insulator Spacing 4 a. Maximum distance between spacers is to be 6 feet. 5 b. For 18 and 20 foot Tong Joints, install a minimum of 4 spacers. 6 1) Install 2 spacers within I foot on each side of the bell or flange. 7 2) Remaining 2 spacers shall be spaced equally. 8 c. If the casing or pipe is angled or bent, reduce the spacing. 9 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless 10 of size of casing and pipe or type of spacer used. 11 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the 12 spigot into the bell. 13 4. After installation of the carrier pipe: 14 a. Mortar inside and outside of the Joints, as applicable 15 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 16 1) If continuity exists, remedy the short, by all means necessary including 17 removing and reinstalling the carrier pipe, prior to applying cellular grout. 18 c. If hold down Jacks or casing spacers are used, seal or plug the ends of the 19 casing. 20 d. If steel pipe is used and not welded prior to installation in casing/liner, welding 21 of pipe will only be allowed after grouting of annular space is complete. 22 D. Installation of End Seals 23 I. For Water Pipes 24 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 25 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the 26 casing. Securely fasten with stainless steel bands. 27 2. For Sewer Pipes 28 a. Grout annular space between carrier pipe and casing as indicated in this 29 Specification. 30 E. Annular Space Grouting (For Sewer Only) 31 I. Prepare pipe as necessary to prevent the pipe fiom floating during grouting 32 operation as necessary. 33 2. Mixing of Grout 34 a. Mix material in equipment of sufficient size to provide the desired amount of 35 grout material for each stage in a single operation. 36 1) The equipment shall be capable of mixing the grout at the required densities 37 for the approved procedure and shall be capable of changing the densities 38 as required by field conditions. 39 3. Backfill Annular Space with Grout 40 a. Prior to filling of the annular space, test the carrier pipe in accordance with 41 Section 33 01 30. 42 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 43 do not exceed this pressure. 44 c. After the installation of the carrier pipe, the remaining space (all voids) between 45 the casing/liner and the carrier shall be filled with LDCC grout. 46 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 47 be in contact with the grout. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27,2013 South Westside V Transmission Main City Project No. 103428-2 Addendum No. I 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page of 10 1 2) Grout shall be pumped through a pipe or hose. 2 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier 3 pipe during grouting. 4 4. Injection of LDCC Grout 5 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 6 approved recommendations or 5 psi (whichever is lower). 7 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 8 velocity and pressure compatible with the size/volume of the annular space. 9 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 10 grouting procedures require multiple stages. 11 d. Grout placements shall not be terminated until the estimated annular volume of 12 grout has been injected. 13 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 14 6. Protect and preserve the interior surfaces of the casing from damage. 15 3.5 REPAIR / RESTORATION [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD ion] SITE QUALITY CONTROL 18 A. Reports and Records required for pipe installations greater than 48-inches and longer 19 than 350 feet 20 I. Maintain and submit daily logs of grouting operations. 21 a. Include: 22 1) Grouting locations 23 2) Pressures 24 3) Volumes 25 4) Grout mix pumped 26 5) Time of pumping 27 2. Note any problems or unusual observations on logs. 28 B. Grout Strength Tests 29 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 30 cylinder molds or grout cubes obtained during grouting operations. 31 2. City will perform field sampling during annular space grouting. 32 a. City will collect at least 1 set of 4 cylinder molds or grout cubes for each 100 33 cubic yards of grout injected but not Tess than I set for each grouting shift. 34 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 35 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 36 c. Remaining samples shall be tested as directed by City. 37 C. Safety 38 1. The Contractor is responsible for safety on the job site. 39 a. Perform all Work in accordance with the current applicable regulations of the 40 Federal, State and local agencies. 41 b. In the event of conflict, comply with the more restrictive applicable 42 requirement. 43 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 44 shafts/pits. CITY OF FORT WORTH STANDARD CONSTRUCT ION SPECIP ICA rioN DOCUMENTS Revised October 27, 2013 South 1Vestside V Transmission Main City Project No. 103428-2 Addendum No. 1 330524 -10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of 10 1 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 2 applicable local, State and Federal regulations. 3 3. Methods of construction shall be such as to ensure the safety of the Work, 4 Contractor's and other employees on site and the public. 5 4. Furnish and operate a temporary ventilation system in accordance with applicable 6 safety requirements when personnel are underground. 7 a. Perform all required air and gas monitoring. 8 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 9 atmosphere free of toxic or flammable gasses in all underground work areas. 10 5. Perform all Work in accordance with all current applicable regulations and safety 1 1 requirements of the federal, state and local agencies. 12 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 13 Underground Construction and Subpart P, Excavations. 14 b. In the event of conflict, comply with the more stringent requirements. 15 6. If personnel will enter the pipe during construction, the Contractor shall develop an 16 emergency response plan for rescuing personnel trapped underground in a shaft 17 excavation or pipe. 18 a. Keep on -site all equipment required for emergency response in accordance with 19 the agency having jurisdiction 20 3.8 SYSTEM STARTUP [NOT USED[ 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED[ 23 3.11 CLOSEOUT ACTIVITIES [NOT USED[ 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED[ 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.6.1 — Modified minimum water line diameter from 8-inches to 6-inches 6/19/2013 D. Johnson Added Blue Text for clarification I.I.0 Added Concrete Pressure Pipe Specification reference. 2.2.B.5 — Added provisions for mortar bands on concrete pressure pipe. 3.4.C.3 — Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. 10/27/2022 K. Keefer 2.2.B.1 Table add "AW WA C200 (Restrained)" under Material for Water line 24 and greater CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 27, 2013 South \Veslsidc V Transmission Main City Project No. 103428-2 Addendum No.1 SECTION 33 05 26 UTILITY MARKERS/LOCATORS PART1- GENERAL 1.1 SUMMARY 330526-1 UTILITY MARKERS/LOCATORS Page 1 of4 A. Section Includes: 1. Buried and surface utility markers for utility construction B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: I. 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. Measurement a. Measurement for this Item will be by lump sum. 2. Payment a. The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for "Utility Markers". 3. The price bid shall include: a. Furnishing and installing Utility Markers as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of backlit! h. Clean-up 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. American Public Works Association (AWPA): a. Uniform Color Code. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED[ 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33 05 26 - 2 UTILITY MARKERS/LOCATORS Page 2 of 4 B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Buried Marker 2. Surface Marker 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] PART2- PRODUCTS 2.1 OWNER -FURNISHED [on] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. 3. Provide new Utility Markers/Locators from a manufachlrer regularly engaged in the manufacturing of Utility Markers/Locators. B. Materials 1. Buried Markers (Detectable Warning Tape) a. Provide detectable warning tape as follows: 1) 5.0 mil overall thickness 2) Width — 3 inch minimum 3) Weight — 27.5 pounds per inch per 1,000 square feet 4) Triple Layer with: a) Minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket (1) 100 percent virgin low density polyethylene (2) Impervious to all known alkalis, acids, chemical reagents and solvents within soil (3) Aluminum foil visible to both sides 5) Locatable by conductive and inductive methods 6) Printing encased to avoid ink rub -off 7) Color and Legends a) Potable water lines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330526-3 UTILITY MARKERS/LOCATORS Pagc 3 of4 (1) Color — Blue (in accordance with APWA Uniform Color Code) (2) Legend — Caution Potable Water Line Below (repeated every 24 inches) b) Reclaimed water lines (1) Color — Purple (in accordance with APWA Uniform Color Code) (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 inches) c) Sewer Line (I) Color — Green (in accordance with APWA Uniform Color Code) (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 2. Surface Markers a. Provide as follows: 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 2) White posts with colored, ultraviolet resistant domes as follows: a) Water Lines (1) Color — Blue (in accordance with APWA Uniform Color Code) (2) Legend — Caution Potable Water Line Below b) Reclaimed water lines (I) Color —Purple (in accordance with APWA Uniform Color Code) (2) Legend— Caution Reclaimed Water Line Below c) Sewer lines (I) Color --Green (in accordance with APWA Uniform Color Code) (2) Legend — Caution Sewer Line Below 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Buried Markers (Detectable Warning Tape) 1. Install in accordance with manufacturer's recommendations below natural ground surface and directly above the utility for which it is marking. a. Allow 18 inches minimum between utility and marker, b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum protection and delectability. B. Surface Markers 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 3. Where possible, place surface markers near fixed objects. 4. Place Surface Markers at the following locations: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 330526-4 UTILITY MARKERS/LOCATORS Page 4 of4 a. Buried Features I) Place directly above a buried feature. b. Above -Ground Features 1) Place a maximum of 2 feet away from an above -ground feature. c. Water lines 16-inches and larger 1) Each right-of-way line (or end of casing pipe) for: a) Highway crossings b) Railroad crossings 2) Utility crossings such as: a) High pressure or large diameter gas lines b) Fiber optic lines c) Underground electric transmission lines d) Or other locations shown on the Drawings, or directed by the City d. Surface markers not required for I2-inch and smaller water lines e. For sanitary sewer lines: 1) In undeveloped areas, place marker maximum of 2 feet away from an above -ground feature such as a manhole or combination air valve vault. 2) Place at 500-foot intervals along the pipeline. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD loft] 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 INOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS (NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 SECTION 33 11 05 BOLTS, NUTS, AND GASKETS PART1- GENERAL L1 SUMMARY 33 I105-1 BOLTS, NUTS, AND GASKETS Page I of7 A. Section Includes: 1. All nuts, bolts and gaskets associated with pressurized water utility lines including: a. T-Bolts and Nuts b. Flange Bolts and Nuts c. Threaded Rods d. Push -on Gaskets e. Mechanical Joint Gaskets f. Flange Gaskets g. Flange Isolation Kits h. Petrolatum Tape Systems B. Deviations from this City of Fort Worth Standard Specification I. None. C. Related Specification Sections include, but arc not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 04 10 — Joint Bonding and Electrical Isolation 4. Section 33 I 1 10 — Ductile Iron Pipe 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Hydrocarbon Resistant Gaskets a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for all "Hydrocarbon Resistant Gaskets". 2. All Other Items a. Measurement 1) The Items in this Section are considered subsidiary to the Item being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the unit price bid for the Item being installed and no other compensation will be allowed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331105-2 BOLTS, NUTS, AND GASKETS Paget of 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. American Iron and Steel Institute (AISI). 3. American Society of Mechanical Engineers (ASME): a. PCC-1-2012 Guidelines for Pressure Boundary Bolted Flange Joint Assembly. 4. American Society of Testing and Materials (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications. b. A194, Standard Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both. c. A242, Standard Specification for High -Strength Low -Alloy Carbon Structural Steel d. B 117, Salt Spray Testing e. F436, Standard Specification for Hardened Steel Washers 5. American Water Works Association (AWWA): a. Cl 1 I/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 In. Through 144 In. (100 mm Through 3,600 mm). c. C600, Installation of Ductile -Iron Mains and Their Appurtenances. d. MI I, Steel Pipe. e. M4I, Ductile -Iron Pipe and Fittings. 6. Fastener Quality Act (FQA) a. Public Law 106-34 (P.L. 106-34) 7. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 8. Society for Protective Coating (SSPC) Surface Preparation Standards (SP): a. SP2, Hand Tool Cleaning b. SP3, Power Tool Cleaning 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data I. Bolts and nuts for mechanical and or flange Joints 2. Gaskets B. Certificates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331105-3 BOLTS, NUTS, AND GASKETS Page 3 of 7 1. Furnish an affidavit certifying that all fasteners, excluding T-Bolts, shall conform to the Fastener Quality Act (FQA) (P.L. 106-34). 2. Furnish an affidavit certifying that the Xylan Coating is manufactured by Whitford Corporation, or a Whitford Corporation certified Applicator. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Fastener manufacturing operations (bolts, nuts, gaskets and coatings) shall be performed under the control of the manufacturer. b. All gaskets shall meet or exceed the latest revisions NSF 61 and shall meet or exceed the requirements of this Specification. B. Preconstruction Testing l . The City may, at its own cost, subject random fittings for destructive testing by an independent laboratory for compliance with this Specification. a. The compliance test shall be performed in the United States. b. Any visible defects or failure to meet the quality standards herein will be grounds for rejecting the entire order. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2- PRODUCTS 2.1 OWNER -FURNISHED loft] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers I. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Regulatory Requirements 1. All fasteners, excluding T-Bolts, shall conform to the Fastener Quality Act (FQA) (P.L. 106-34). All fasteners shall meet the marking requirements set forth by this Act. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331105-4 BOLTS, NUTS, AND GASKETS Page 4 of 7 C. T-Bolts and Nuts 1. Standard Xylan Coated T-bolt and Nut a. High strength, corrosion -resistant, tow -carbon weathering steel in accordance with AWWA/ANSI CI I 1/A21.1 I and ASTM A242 b. Xylan Coating in accordance with this Section 2. Stainless Steel T-bolt with Xylan Coated Stainless Steel Nut a. Stainless Steel T-bolt and Nut in accordance with AISI 304. b. Coat nut with Xylan in accordance with this Section. D. Flange Bolts and Nuts 1. Stainless Steel Bolt and Xylan Coated Nut a. Meet requirements of AWWA C207 b. Bolts: ASTM A193, Grade B8, Class I (AISI 304 Stainless Steel, carbide solution treated) c. Nuts and Washers: ASTM A194, Grade 8 Nuts with AISI 304 Stainless Steel Washers 1) Coat nut with Xylan in accordance with this Section. E. Threaded Rods 1. Meet requirements of AWWA C207 2. Rods: ASTM A193, Grade B8, Class I (AISI 304 Stainless Steel, carbide solution treated) 3. Nuts and Washers: ASTM A194, Grade 8 Nuts with AISI 304 Stainless Steel Washers a. Coat nut with Xylan in accordance with this Section. F. Push -on Gaskets I. Conforming to the physical and marking requirements specified in ANSI/AWWA CIII/A21.I1. 2. All gaskets shall meet or exceed the latest revisions NSF 61. 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR, unless otherwise specified in Drawings. 4. Gaskets shalt be free from porous areas, foreign material and other defects that make them unfit for intended use. 5. Gaskets shall be the size and shape required to provide an adequate compressive force against the plain end and socket after assembly to affect a positive seal under all combinations of joint and gasket tolerances. G. Mechanical Joint Gaskets I. Conforming to the physical and marking requirements specified in ANSI/AWWA CI 1 I/A21.11. 2. All gaskets shall meet or exceed the latest revisions NSF 61. 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR, unless otherwise specified in Drawings. 4. Gaskets shall be free from porous areas, foreign material and other defects that make them unfit for intended use. H. Flange Gaskets I. Class E Flanges CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33 I105-5 BOLTS, NUTS, AND GASKETS Page 5 of 7 a. Full face b. Manufactured true to shape from minimum 80 durometer SBR rubber stock of a thickness not less than 1/8 inch c. Virgin stock d. Conforming to the physical and test requirements specified in AWWA/ANSI CI11/A21.11 e. All gaskets shall meet or exceed the latest revisions NSF 61. f. Finished gaskets shall have holes punched by the manufacturer and shall match the flange pattern in every respect. g. Frayed cut edges are not acceptable. h. Field cut sheet gaskets are not acceptable. 1. Hydrocarbon Resistant Gaskets 1. Furnish Viton® (Fluorocarbon) Rubber, hydrocarbon resistant gaskets, when required. J. Flange Isolation Kits 1. Flanges which are required by the Drawings to be Isolation Flanges shall conform to Section 33 04 10. 2. For bolts used with isolation sleeves per Section 33 04 10, threading must extend to bolt head with no grip to ensure sleeves fit properly. K. Petrolatum Tape System 1. Petrolatum Tape Primer: Denso Paste, or approved equal 2. Molding and Filler mastic: Densyl Mastic, or approved equal 3. All Purpose Petrolatum Tape: Densyl Tape, or approved equal L. Xylan Coating a. Coat nuts and bolts with a ceramic -filled, baked on fluorocarbon resin, when required. b. Coated nuts and bolts shall be prepared "near white" or "white" when coated to the coating manufacturer's recommended thickness by a certified applicator. c. Coating shall be of Xylan as manufactured by Whitford Corporation and applied by Whitford Corporation or Whitford Corporation Recommended Coater. d. Coating shall be free from holidays and defects. e. Coating thickness shall between 0.0007-inches and 0.0012-inches and shall be such that the nut turns freely on the bolt. f. Coating shall conform to the performance requirements of ASTM B 117, "Salt Spray Test" and shall include, if required, a certificate of conformance. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331105-6 BOLTS, NUTS, AND GASKETS Page 6 of7 3.3 PREPARATION [NOT USED) 3.4 INSTALLATION A. Mechanical Joints I. Assemble mechanical joints in accordance with ANSI/AWWA CI 11/A21.11 Appendix A, AWWA C600 and AWWA Manual M41. 2. Use Standard Xylan Coated T-bolts and Nuts. a. Stainless Steel T-bolts with Xylan Coated Stainless Steel Nuts shall only be used when specifically required in the Drawings. B. Flanged Joints 1. Install in accordance with ASME PCC-1-2012. 2. Use Stainless Steel Bolts and Xylan Coated Nuts. 3. Wrap all buried steel flanges for AWWA C200, C301 or C303 pipe with Petrolatum Tape System. a. If only 1 flange in a Joint is steel (AWWA C200, C301, or C303), petrolatum tape wrapping will be required. b. If a Joint is made between two ductile iron flanges, the Joint should be polyethylene encased in accordance with Section 33 11 10. 4. Flange bolts arc normally spaced evenly around the flange. 5. During assembly, tighten nuts gradually and equally using a three -pass method in accordance with ASME PCC-1-2012. a. For the first pass, tighten the nuts to 50 percent at diametrically opposite sides to prevent misalignment and to ensure that all bolts carry equal loads. b. For the second pass, tighten the nuts to 100 percent again in a diametrically opposite pattern. c. Allow a minimum of 1 hour to pass to provide time for settlement between bolts and nuts and gasket relaxation. d. Complete the third pass by checking each bolt in a clockwise pattern. Each nut should be tightened until it will no longer turn. This step compensates for elastic interaction and brings all bolts into parity. 6. The threads of the bolts should protrude a minimum of'/ -inch from the nuts. C. Flanged Joints with Isolation Kit 1. Flange Isolation Kits shall be installed in accordance with Section 33 04 10. 2. City will verify Isolation in accordance with Section 33 04 10. D. Threaded Rod 1. Install as part of Joint harness assembly in accordance with AWWA Manual M 11. 2. Space rods evenly around the pipe. 3. During assembly, tighten nuts gradually and equally using a three -pass method in accordance with ASME PCC-1-2012. a. For the first pass, tighten the nuts to 50 percent at diametrically opposite sides to prevent misalignment and to ensure that all bolts carry equal loads. b. For the second pass, tighten the nuts to 100 percent again in a diametrically opposite pattern. 4. The threads of the bolts should protrude a minimum of'/ -inch from the nuts. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331I05-7 BOLTS, NUTS, AND GASKETS Page 7 of 7 5. Wrap Joint harness assembly with Petrolatum Tape System. E. Petrolatum Tape System I. Surfaces should be free from dirt, loose rust, scale or flaking coatings. a. Clean surfaces in accordance with SSPC SP2 or SSPC SP3. 1) High pressure wash of 3,000 to 7,000 psi is also suitable. b. Surfaces may be damp but shall not have droplets or continuous film of water. 2. Apply a uniform, thin coat of Petrolatum Tape Primer to the entire surface by stiff brush, gloved hand or rag at normal ambient temperatures. 3. By hand application, apply Molding and Filler Mastic to a rounded configuration to fill irregular shapes and reduce sharp -edged surfaces. 4. Spirally wrap All Purpose Petrolatum Tape with a minimum overlap of 1 inch. a. For severely corrosive environments, an overlap of 55 percent is recommended. b. Press air pockets out and smooth all lap seams. 5. For additional mechanical protection, overwrap may be applied to increase impact strength and electrical resistance. 3.5 REPAIR / RESTORATION [NOT USED! 3.6 RE -INSTALLATION [NOT USEDI 3.7 FIELD loft] 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 USEDI 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 WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331110-1 DUCTILE IRON PIPE Page I of 18 1 SECTION 33 11 10 2 DUCTILE IRON PIPE 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Modified 2.2.B.4 10 2. Added 2 2.B.5 11 3. Deleted 2.2.11.15.b-f 12 4. Added 2.2.B 15.2 13 5. Added 2.2.B 15.h 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division 1 — General Requirements 18 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 19 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 20 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 21 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 7. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 23 8. Section 33 11 05 — Bolts, Nuts, and Gaskets 24 9. Section 33 11 11 — Ductile Iron Fittings 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Ductile Iron Pipe 28 a. Measurement 29 30 1) Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 31 b. Payment CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South \Vestside V Transmission Main City Pmjcct No. 103428-2 Addendum No. 3 33 11 10 -2 DUCTILE IRON PIPE Page 2 of 18 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" will be paid for at the unit 3 price bid per linear foot for "DIP" installed for: 4 a) Various sizes 5 b) Various types of backfill 6 c) Various linings 7 d) Various Depths, for miscellaneous sewer protects only 8 e) Various restraints 9 f) Various uses 10 c. The price bid shall include: 11 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the 12 Drawings 13 2) Mobilization 14 3) Polyethylene encasement 15 4) Lining 16 5) Pavement removal 17 6) Excavation 18 7) Hauling 19 8) Disposal of excess material 20 9) Furnishing, placement and compaction of embedment 21 10) Furnishing, placement and compaction of backfill 22 11) Trench water stops 23 12) Thrust restraint, if required in Contract Documents 24 13) Bolts and nuts 25 14) Gaskets 26 15) Clean-up 27 16) Cleaning 28 17) Disinfection 29 18) Testing CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South westside V Transmission Main City Project No. 103428-2 Addendum Nu. 3 331110-3 DUCTILE IRON PIPE Page 3 of 18 1 1.3 REFERENCES 2 A. Definitions 3 I . Gland or Follower Gland 4 a. Non -restrained, mechanical joint fitting 5 2. Retainer Gland 6 a. Mechanically restrained mechanical Joint fitting 7 B. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification, unless a date is specifically cited. 11 2. American Association of State Highway and Transportation Officials (AASHTO). 12 3. American Society of Mechanical Engineers (ASME): 13 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 14 4. ASTM International (ASTM): 15 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 16 High Temperature or High Pressure Service and Other Special Purpose 17 Applications 18 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 19 Pressure or High Temperature Service, or Both 20 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 21 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 22 Tensile Strength. 23 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 24 Water or Other Liquids. 25 f. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 26 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 27 Steel. 28 5. American Water Works Association (AWWA): 29 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 30 Enamel and Tape - Hot Applied. 31 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 32 c. M41, Ductile -Iron Pipe and Fittings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South \Vestside V Transmission Main City Project No. 103428-2 Addendum No. 3 331110-4 DUCTILE IRON PIPE Page of 18 1 6. American Water Works Association/Atnerican National Standards Institute 2 (AWWA/ANSI): 3 a. C 104/A2 L4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 4 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 5 c. C11 I/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 6 d. CI 15/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 7 Threaded Flanges. 8 e. C 150/A21.50, Thickness Design of Ductile -Iron Pipe. 9 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 10 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 11 7. NSF International (NSF): 12 a. 61, Drinking Water System Components - Health Effects. 13 8. Society for Protective Coatings (SSPC): 14 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED' 16 1.5 SUBMITTALS 17 A. Submittals shall be in accordance with Section 01 33 00. 18 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 19 specials. 20 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 21 A. Product Data 22 I Interior lining 23 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 24 C104/A21.4, including: 25 1) Material 26 2) Application recommendations 27 3) Field touch-up procedures 28 2. Thrust Restraint 29 a. Retainer glands, thrust harnesses or any other means 30 3. Gaskets 31 a. If hydrocarbon or other special gaskets are required CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Wcstside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 10-5 DUCTILE IRON PIPE Page 5 of 18 1 B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or 2 for a wastewater force main for 24-inch and greater diameters, including: 3 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 4 Texas including: 5 a. Working pressure 6 b. Surge pressure 7 c. Deflection 8 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 9 Professional Engineer in Texas, to verify the restraint lengths shown in the 10 Drawings. 11 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 12 Professional Engineer in Texas including: 13 a. Pipe class 14 b. Joints type 15 c. Fittings 16 d. Stationing 17 e. Transitions 18 f. Joint deflection 19 C. Certificates 20 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 21 Section, each run of pipe furnished has met Specifications, all inspections have 22 been made, and that all tests have been performed in accordance with 23 AWWA/ANSI C151/A21.51. 24 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 25 1.7 CLOSEOUT SUBMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE 28 A. Qualifications 29 I. Manufacturers 30 a. Finished pipe shall be the product of I manufacturer. 31 32 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westsidc V Transmission Main City Project No. 103428-2 Addendum No. 3 331110-6 DUCTILE IRON PIPE Page 6 of 18 1 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 2 under the control of the manufacturer. 3 c. Ductile Iron Pipe 4 I) Manufactured in accordance with AWWA/ANSI CI51/A21.5I 5 a) Perform quality control tests and maintain results as outlined within 6 standard to assure compliance. 7 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 8 of at least 10 seconds. 9 B. Preconstruction Testing 10 I. The City may, at its own cost, subject random lengths of pipe for testing by an 11 independent laboratory for compliance with this Specification. 12 a. The compliance test shall be performed in the United States. 13 b. Any visible defects or failure to meet the quality standards herein will be 14 grounds for rejecting the entire order. 15 1.10 DELIVERY, STORAGE, AND HANDLING 16 A. Storage and Handling Requirements 17 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 18 stated in AWWA M41. 19 2. Secure and maintain a location to store the material in accordance with Section 01 20 66 00. 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2- PRODUCTS 24 2.1 OWNER -FURNISHED load OWNER -SUPPLIED PRODUCTS [NOT USED] 25 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 26 A. Manufacturers 27 I. Only the manufacturers as listed in the City's Standard Products List will be 28 considered as shown in Section 01 60 00. 29 a. The manufacturer must comply with this Specification and related Sections. 30 2. Any product that is not listed on the Standard Products List is considered a 31 substitution and shall be submitted in accordance with Section 01 25 00. 32 B. Pipe 33 1. Pipe shall be in accordance with AWWA/ANSI CI I I/A21.1 1, AWWA/ANSI 34 C 150/A21.15, and AWWA/ANSI C151/A21.51. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331E 10-7 DUCTILE IRON PIPE Page of 18 1 2. All pipe shall meet the requirements of NSF 61. 2 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or 3 closure pieces and necessary to comply with the Drawings. 4 4. As a minimum the following pressures classes apply. The Drawings may specify a 5 higher pressure class or the pressure and deflection design criteria may also require 6 a higher pressure class, but in no case should they be less than the following: 7 8 9 Diameter (inches) Min Pressure Class (psi) 3 through 12 350 14 through 20 250 24 200-250 30 through 64 4-50 250 10 (STC) 54 pipe is. reguirca. Thc..c stutien6_jnelude: 12 a WATER MAIN n ern vo,-30 Tn ern 37+00 13 6. Pipe markings shall meet the minimum requirements of AWWA/ANSI 14 C151/A21.51. Minimum pipe markings shall be as follows: 15 a. "DI" or "Ductile" shall be clearly labeled on each pipe 16 b. Weight, pressure class and nominal thickness of each pipe 17 c. Year and country pipe was cast 18 d. Manufacturer's mark 19 7. Pressure and Deflection Design 20 a. Pipe design shall be based on trench conditions and design pressure class 21 specified in the Drawings. 22 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 23 C150/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench 24 construction, using the following parameters: 25 1) Unit Weight of Fill (w) = 130 pcf CITY OF FORT NORTH STANDARD CONSTRUC rION SPECIFICATION DOCUMENTS Revised March 25, 2022 South wcstside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 10 -8 DUCTILE IRON PIPE Page 8 of 18 1 2) Live Load = AASHTO HS 20 2 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 3 4) Bedding Conditions = Type 4 4 5) Working Pressure (Re) — 150 250 psi 5 6) Surge Allowance (Ps) = 100 psi 6 7) Design Internal Pressure (Pi) = P, + Ps or 2:1 safety factor of the actual 7 working pressure plus the actual surge pressure, whichever is greater. 8 a) Test Pressure = 9 (1) No less than 1.25 minimum times the stated working pressure (187 10 psi minimum) of the pipeline measured at the highest elevation 11 along the test section. 12 (2) No less than 1.5 times the stated working pressure (225 psi 13 minimum) at the lowest elevation of the test section. 14 8) Maximum Calculated Deflection (D,) = 3 percent 15 9) Restrained Joint Safety Factor (Sr) = 15 percent 16 c. Trench depths shall be verified after existing utilities are located. 17 1) Vertical alignment changes required because of existing utility or other 18 conflicts shall be accommodated by an appropriate change in pipe design 19 depth. 20 2) In no case shall pipe be installed deeper than its design allows. 21 8. Provisions for Thrust 22 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 23 joints when required by the Drawings. 24 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 25 through casing and for a sufficient distance each side of casing. 26 c. No thrust restraint contribution shall be allowed for the restrained length of 27 pipe within the casing. 28 d. Restrained joints, when required, shall be used for a sufficient distance from 29 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 30 be developed at the design pressure of the pipe. For the purpose of thrust, the 31 following shall apply: 32 1) Valves shall be calculated as dead ends. 33 2) Design pressure shall be greater than the working pressure of the pipe or 34 the internal pressure (Pi) whichever is greater. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331110-9 DUCTILE IRON PIPE Page 9 of 18 1 3) Restrained joints shall consist of approved mechanical restrained or push- 2 on restrained joints as listed in the City's Standard Products List as shown 3 in Section 01 60 00. 4 5 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings, AWWA M41, and the following: 6 I) The weight of earth (We) shall be calculated as the weight of the projected 7 soil prism above the pipe, for unsaturated soil conditions. 8 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil 9 conditions 10 11 3) if indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. 12 9. Joints 13 a. General —Comply withAWWA/ANSICIII/A21.11. 14 b. Push -On Joints 15 c. Mechanical Joints 16 d. Push -On Restrained Joints 17 1) Restraining Push -on joints by means of a special gasket 18 a) Only those products that are listed in Section 01 60 00 19 b) The working pressure rating of the restrained gasket must exceed the 20 test pressure of the pipe line to be installed. 21 c) Approved for use of restraining Ductile iron Pipe in casing with a 22 carrier pipe of 4-inches to 12-inches 23 d) Otherwise only approved if specially listed on the Drawings 24 2) Push -on Restrained Joint bell and spigot 25 a) Only those products list in the standard products list will be allowed for 26 the size listed in the standard products list per Section 01 60 00. 27 b) Pressure rating shall exceed the working and test pressure of the pipe 28 line. 29 e. Flanged Joints — AWWA/ANSI C 115/A21.15, ASME B 16.1, Class 125 30 f. Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 125. 31 g. Field fabricated flanges are prohibited. 32 10. Gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 a. Provide Gaskets in accordance with Section 33 1 1 05. l 1. Isolation Flanges 33 11 10-10 DUCTILE IRON PIPE Page 10 on 8 3 a. Flanges required by the drawings to be Isolation Flanges shall conform to 4 Section 33 04 10. 5 12. Bolts and Nuts 6 a. Mechanical Joints 7 I) Provide bolts and nuts in accordance with Section 33 11 05. 8 b. Flanged Ends 9 1) Meet requirements ofAWWAC115. 10 a) Provide bolts and nuts in accordance with Section 33 l 1 05. 11 13. Flange Coatings 12 a. Connections to Steel Flanges 13 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 14 Tape System in accordance with Section 33 1105. 15 14. Ductile Iron Pipe Exterior Coatings 16 a. All ductile iron shall have an asphaltic coating, minimum of t mil thick, on the 17 pipe exterior, unless otherwise specified in the Contract Documents. 18 15. Polyethylene Encasement 19 a. All buried Ductile Iron Pipe shall be polyethylene encased. 20 b. Only main 21 in-Section-04-60-00-will-be < as 22 e. Use only virgin pelyeth taterinh 23 24 25 26 27 28 29 AWAl/A /ANSI CIOS/A21 Sand AS'iM k67A 30 2) Year of • anufaeturcr 31 3) AWWA/ANSI C105/A21.S 32 4) Minimum -Rot CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 e-ntawlc-tbe South westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 5)-Applieable ran 2 6)—War-nit 3 f. Spceial-Mnrlungsicolors 4 5 6 7 8 9 10 11 12 13 14 15 16 17 g• c) Attach purple reclaim wait 2) Wastewat b) Provide green po 331110-11 DUCTILE IRON PIPE Pagel 1 of 18 ene-wratr. Polyethylene encasement for use with ductile iron pipe systems shall consist of three layers of co -extruded linear low density polyethylene (LLDPE). fused into a single thickness of not less than eight mils 18 h. The inside surface of the polyethylene wrap to be in contact with the pipe 19 exterior shall be infused with a blend of anti -microbial biocide to mitigate 20 microbiologually influenced core osion and a volatile corrosion inhibitor to 21 control galvanic con osion. 22 i. Minimum widths 23 Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter (inches) Min. Width - Flat Tube (inches) Min. Width - Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South 3Vestside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 6 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 18 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 l6. Ductile Iron Pipe Interior Lining a. Cement Mortar Lining 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in accordance with AWWA/ANSI C104/A21.04 and be acceptable according to NSF 61. b. Ceramic Epoxy or Epoxy Linings 7 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 8 Ceramic Epoxy or Epoxy lining as designated in the City's Standard 9 Products List as shown in Section 01 60 00. 10 2) Apply lining at a minimum of 40 mils DFT. 11 3) Due to the tolerances involved, the gasket area and spigot end up to 6 12 inches back from the end of the spigot end must be coated with 6 mils 13 nominal, 10 mils maximum using a Joint Compound as supplied by the 14 manufacturer. 15 a) Apply the Joint compound by brush to ensure coverage. 16 17 b) Care should be taken that the Joint compound is smooth without excess buildup in the gasket seat or on the spigot ends. 18 c) Coat the gasket seat and spigot ends after the application of the lining. 19 4) Surface preparation shall be in accordance with the manufacturer's 20 recommendations. 21 5) Check thickness using a magnetic film thickness gauge in accordance with 22 the method outlined in SSPC PA 2. 23 6) Test the interior lining of all pipe barrels for pinholes with a non- 24 destructive 2,500 volt test. 25 a) Repair any defects prior to shipment. 26 7) Mark each fitting with the date of application of the lining system along 27 with its numerical sequence of application on that date and records 28 maintained by the applicator of his work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South 1Vestside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 10 -13 DUCTILE IRON PIPE Page 13 of 18 1 8) For all Ductile Iron Pipe in wastewater service where the pipe has been 2 cut, coat the exposed surface with the touch-up material as recommended 3 by the manufacturer. 4 a) The touch-up material and the lining shall be of the same manufacturer. 5 2.3 ACCESSORIES [NOT USED[ 6 2.4 SOURCE QUALITY CONTROL [NOT USED] 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A. General 13 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 14 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 15 recommendations. 16 2. See Section 33 1111 for installation requirements for Ductile Iron Fittings. 17 3. Lay pipe to the lines and grades as indicated in the Drawings. 18 4. Excavate and backfill trenches in accordance with Section 33 05 10. 19 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 20 6. For installation of carrier pipe within casing, see Section 33 05 24. 21 B. Pipe Handling 22 1. Haul and distribute pipe and fittings at the project site. 23 2. Handle piping with care to avoid damage. 24 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 25 lowering into the trench. 26 b. Do not handle the pipe in such a way that will damage the interior lining. 27 c. Use only nylon ropes, slings or other lifting devices that will not damage the 28 surface of the pipe for handling the pipe. 29 3. At the close of each operating day: 30 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 31 the laying operation. 32 b. Effectively seal the open end of the pipe using a gasketed night cap. 33 C. Joint Making CITY OF FORT \VORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South \Vestside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 10 - 14 DUCTILE IRON PIPE Page 14 of 18 1 1. Mechanical Joints 2 a. Bolt the follower ring into compression against the gasket with the bolts 3 tightened down evenly then cross torqued in accordance with AWWA C600. 4 b. Overstressing of bolts to compensate for poor installation practice will not be 5 permitted. 6 2. Push -on Joints 7 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.1 I. 8 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 9 c. Place the gasket in the bell in the position prescribed by the manufacturer. 10 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 11 gasket and the outside of the spigot prior to entering the spigot into the bell. 12 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf 13 to conform to AWWA C600. 14 3. Flanged Joints 15 a. Use erection bolts and drift pins to make flanged connections. 16 I) Do not use undue force or restraint on the ends of the fittings. 17 2) Apply even and uniform pressure to the gasket. 18 b. The fitting must be free to move in any direction while bolting. 19 I) Install flange bolts with all bolt heads faced in one direction. 20 4. Joint Deflection 21 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 22 and grades and shown in the Drawings. 23 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 24 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 25 C600. 26 d. The manufacturer's recommendation may be used with the approval of the 27 Engineer. 28 D. Polyethylene Encasement Installation 29 1. Preparation 30 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 31 installation of polyethylene encasement. CITY OF FORT NORTH STANDARD CONSTRUCTION SPECI Revised March 25, 2022 CATION DOCUMENTS South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 33 11 10 -15 DUCTILE IRON PIPE Page 15 of 18 I) Prevent soil or embedment material from becoming trapped between pipe and polyethylene. 3 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 4 with minimum space between polyethylene and pipe. 5 I) Provide sufficient slack in contouring to prevent stretching polyethylene 6 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 7 joints or fittings and to prevent damage to polyethylene due to backfilling 8 operations. 9 2) Secure overlaps and ends with adhesive tape and hold. 10 c. For installations below water table and/or in areas subject to tidal actions, seal 11 both ends of polyethylene tube with adhesive tape at joint overlap. 12 2. Tubular Type (Method A) 13 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 14 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 15 pipe section and bunching it accordion -fashion lengthwise until it dears pipe 16 ends. 17 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 18 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 19 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched 20 polyethylene from preceding length of pipe, slip it over end of the new length 21 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 22 f. Secure overlap in place. 23 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 24 of pipe, securing fold at quarter points. 25 h. Repair cuts, tears, punctures or other damage to polyethylene. 26 i. Proceed with installation of next pipe in same manner. 27 3. Tubular Type (Method B) 28 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 29 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 30 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 31 of pipe, securing fold at quarter points; secure ends. 32 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 33 proceeding pipe section, bunching it accordion -fashion lengthwise. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Weslside V Transmission Main City Project No. 103428-2 Addendum No. 3 331110 -16 DUCTILE IRON PIPE Page 16 of 18 1 e. After completing joint, pull 3-foot length of polyethylene over Joint, 2 overlapping polyethylene previously installed on each adjacent section of pipe 3 by at least I foot; make each end snug and secure. 4 4. Sheet Type 5 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 6 section. 7 b. Center length to provide I -foot overlap on each adjacent pipe section, bunching 8 it until it clears the pipe ends. 9 e. Wrap polyethylene around pipe so that it circumferentially overlaps top 10 quadrant of pipe. 11 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 12 e. Lower wrapped pipe into trench and make up pipe Joint with preceding section 13 of pipe. 14 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 15 g. After completing joint, make overlap and secure ends. 16 h. Repair cuts, tears, punctures or other damage to polyethylene. 17 i. Proceed with installation of next section of pipe in same manner. 18 5. Pipe -Shaped Appurtenances 19 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 20 polyethylene in same manner as pipe and fittings. 21 6. Odd -Shaped Appurtenances 22 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 23 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 24 sheet under appurtenances and bringing it up around body. 25 b. Make seams by bringing edges together, folding over twice and taping down. 26 c. Tape polyethylene securely in place at the valve stem and at any other 27 penetrations. 28 7. Repairs 29 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 30 or with short length of polyethylene sheet or cut open tube, wrapped around 31 fitting to cover damaged area and secured in place. 32 8. Openings in Encasement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331110-17 DUCTILE IRON PIPE Page17 of 18 1 a. Provide openings for branches, service taps, blow -offs, air valves and similar 2 appurtenances by making an X-shaped cut in polyethylene and temporarily 3 folding back film. 4 b. After appurtenance is installed, tape slack securely to appurtenance and repair 5 cut, as well as other damaged area in polyethylene with tape. 6 c. Service taps may also be made directly through polyethylene, with any 7 resulting damaged areas being repaired as described above. 8 9. Junctions between Wrapped and Unwrapped Pipe: 9 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 10 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 11 b. Secure end with circumferential turns of tape. 12 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 13 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 14 3.5 REPAIR/RESTORATION 15 A. Patching 16 1. Excessive field -patching is not permitted of lining or coating. 17 2. Patching of lining or coating will be allowed where arca to be repaired does not 18 exceed 100 square inches and has no dimensions greater than 12 inches. 19 3. In general, there shall not be more than I patch on either the lining or the coating of 20 any I joint of pipe. 21 4. Wherever necessary to patch the pipe: 22 a. Make patch with cement mortar as previously specified for interior joints. 23 b. Do not install patched pipe until the patch has been properly and adequately 24 cured and approved for laying by the City. 25 5. Promptly remove rejected pipe from the site. 26 3.6 RE -INSTALLATION [NOT USEDI 27 3.7 FIELD foal SITE QUALITY CONTROL 28 A. Potable Water Mains 29 I. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 30 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 31 main as specified in Section 33 04 40. 32 2. Provide a Post -CCTV Inspection for water lines 24-inch and larger in accordance 33 with Section 33 0131. CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331110-18 DUCTILE IRON PII'E I'agc 18 of 18 1 B. Wastewater Lines 2 1. Closed Circuit Television (CCTV) Inspection 3 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED[ 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.1.b. — Updated Payment types 1.3 — Added definitions of gland types for clarity 2.2.8.9, 10, I 1 and 12 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 2 SECTION 33 11 11 DUCTILE IRON FITTINGS 3311 II -I DUCTILE IRON PITITNGS Page 1 of 13 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Ion Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids foi use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 8 2. All mechanical joint fittings shall be mechanically restrained using restrained 9 wedge type retainer glands. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. Deleted 2.2.B.14.b-f 12 2. Added 2.2.B.14.g 13 3. Added 2.2.B.14.h 14 C. Related Specification Sections include, but are not necessarily limited to: 15 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division 1 — General Requirements 18 3. Section 03 30 00 — Cast -in -Place Concrete 19 4. Section 33 04 10 -- Joint Bonding and Electrical Isolation 20 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 21 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 22 7. Section 33 I 1 05 — Bolts, Nuts, and Gaskets 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Ductile Iron Water Fittings with Restraint 26 a. Measurement 27 1) Shall be per ton of fittings supplied 28 2) Fittings weights are the sum of the various types of fittings multiplied by 29 the weight per fitting as listed in AWWA/ANSI C I53/A21.53. 30 3) The fitting weights listed in AWWA/ANSI C I I O/A21.10 are only allowed 31 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 32 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 33 4) If the Contractor chooses to supply AWWA/ANSI CI 10/A21.10 (full 34 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 35 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 36 measured in accordance with AWWA/ANSI C153/A21.53. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price bid per ton of "Ductile Iron Water Fittings with Restraint". CITY OF FORT WORT!! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 33 11 11 -2 DUCTILE IRON FITTINGS Page 2 of 13 1 c. The price bid shall include: 2 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 3 Drawings 4 2) Polyethylene encasement 5 3) Lining 6 4) Pavement removal 7 5) Excavation 8 6) Hauling 9 7) Disposal of excess material 10 8) Furnishing and installing bolts, nuts, and restraints 11 9) Furnishing, placement and compaction of embedment 12 10) Furnishing, placement and compaction of backfill 13 II) Trench water stops 14 12) Clean-up 15 13) Cleaning 16 14) Disinfection 17 15) Testing 18 2. Ductile Iron Sewer Fittings 19 a. Measurement 20 1) Shall be per ton of fittings supplied 21 2) Fittings weights are the sum of the various types of fittings multiplied by 22 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 23 3) The fitting weights listed in AWWA/ANSI Cl 1O/A21.1O are only allowed 24 for specials where an AWWA/ANSI C153/A21.53 is not available, or if the 25 Drawings specifically call for an AWWA/ANSI C 110/A21.10 fittings. 26 4) If the Contractor chooses to supply AWWA/ANSI C11O/A21.1O (full 27 body) Ductile Iron Fittings in lieu of AWWA/ANSI C153/A21.53 28 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 29 measured in accordance with AWWA/ANSI CI53/A21.53. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 and measured as provided under "Measurement" will be paid for at the unit 33 price bid per ton of "Ductile Iron Sewer Fittings". 34 c. The price bid shall include: 35 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 36 Drawings 37 2) Epoxy Coating 38 3) Polyethylene encasement 39 4) Lining 40 5) Pavement removal 41 6) Excavation 42 7) Hauling 43 8) Disposal of excess material 44 9) Furnishing and installing bolts, nuts, and restraints 45 10) Furnishing, placement and compaction of embedment 46 11) Furnishing, placement and compaction of backfill 47 12) Clean-up 48 13) Cleaning 49 14) Disinfection CrFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 331111-3 DUCTILE IRON FITTINGS Page 3 of 13 1 15) Testing 2 1.3 REFERENCES 3 A. Definitions 4 1. Gland or Follower Gland 5 a. Non -restrained, mechanical Joint fitting 6 2. Retainer Gland 7 a. Mechanically restrained mechanical Joint fitting, consisting of multiple 8 gripping wedges incorporated into a follower gland meeting the applicable 9 requirements of ANSI/AWWA C 110/A21.10. 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. American Society of Mechanical Engineers (ASME): 15 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 16 3. ASTM International (ASTM): 17 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 18 High Temperature or High Pressure Service and Other Special Purpose 19 Applications 20 b. A 194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 21 Pressure or High Temperature Service, or Both 22 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 23 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 24 Water or Other Liquids. 25 e. B I I7, Standard Practice for Operating Salt Spray (Fog) Apparatus. 26 4. American Water Works Association (AWWA): 27 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 28 Enamel and Tape - Hot Applied. 29 b. C600, Installation of Ductile-lron Water Mains and their Appurtenances. 30 c. M41, Ductile -Iron Pipe and Fittings. 31 5. American Water Works Association/American National Standards Institute 32 (AWWA/ANSI): 33 a. C I04/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 34 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 35 c. Cl 10/A21.I0, Ductile -Iron and Gray -Iron Fittings. 36 d. C 1 1 I/A21.1 I, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 37 e. C 1 l5/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 38 Threaded Flanges. 39 f. C15I/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 40 g. C153/A21.53, Ductile -Iron Compact Fittings for Water Service. 41 6. NSF International (NSF): 42 a. 61, Drinking Water System Components - Health Effects. 43 7. Society for Protective Coatings (SSPC): 44 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 33111I-4 DUCTILE IRON FITTINGS Page 4 of 13 I 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 7 A. Product Data 8 I. Ductile Iron Fittings 9 a. Pressure class 10 b. Interior lining I I c. Joint types 12 2. Polyethylene encasement and tape 13 a. Planned method of installation 14 b. Whether the film is linear low density or high density cross linked polyethylene 15 c. The thickness of the film provided 16 3. The interior lining, if it is other than cement mortar lining in accordance with 17 AWWA/ANSI C104/A21.4 18 a. Material 19 b. Application recommendations 20 c. Field touch-up procedures 21 4. Thrust Restraint 22 a. Retainer glands 23 b. Thrust harnesses 24 c. Any other means 25 5. Gaskets 26 a. Provide Gaskets in accordance with Section 33 11 05. 27 6. Isolation Flanges 28 a. Flanges required by the drawings to be Isolation Flanges shall conform to 29 Section 33 04 10. 30 7. Bolts and Nuts 31 a. Mechanical Joints 32 1) Provide bolts and nuts in accordance with Section 33 11 05. 33 b. Flanged Ends 34 I) Meet requirements of AWWA C115. 35 a) Provide bolts and nuts in accordance with Section 33 11 05. 36 8. Flange Coatings 37 a. Connections to Steel Flanges 38 I) Buried connections with Steel Flanges shall be coated with a Petrolatum 39 Tape System in accordance with Section 33 11 05. 40 B. Certificates 41 I. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 42 meet the provisions of this Section and meet the requirements of A W WA/ANSI 43 C 110/A21. I0 or A W WA/ANSI C153/A21.53. 44 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 331111-5 DUCTILE IRON FITTINGS Page5 of 13 I 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 A. Qualifications 5 1. Manufacturers 6 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 7 performed under the control of the manufacturer. 8 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 9 C 110/A21.10 or A W WA/ANSI C I53/A21.53. 10 1) Perform quality control tests and maintain the results as outlined in these 11 standards to assure compliance. 12 B. Preconstruction Testing 13 I. The City may, at its own cost, subject random fittings for destructive testing by an 14 independent laboratory for compliance with this Specification. 15 a. The compliance test shall be performed in the United States. 16 b. Any visible defects or failure to meet the quality standards herein will be 17 grounds for rejecting the entire order. 18 1.10 DELIVERY, STORAGE, AND HANDLING 19 A. Storage and Handling Requirements 20 I. Store and handle in accordance with the guidelines as stated in A W WA M41. 21 2. Secure and maintain a location to store the material in accordance with Section 01 22 66 00. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS 26 2.1 OWNER -FURNISHED 1oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed on the City's Standard Products List will be 30 considered as shown in Section 01 60 00. 31 a. The manufacturer must comply with this Specification and related Sections. 32 2. Any product that is not listed on the Standard Products List is considered a 33 substitution and shall be submitted in accordance with Section 01 25 00. 34 B. Ductile Iron Fittings 35 I. Ductile Iron Fittings shall be in accordance with AWWA/ANSI CI 10/A21.10, 36 AWWA/ANSI C153/A21.53. 37 2. All fittings for potable water service shall meet the requirements of NSF 61. 38 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 39 the pipe which the fitting is connected, unless specifically indicated in the 40 Drawings. CrIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 331111-6 DUCTILE IRON FITTINGS Page of I 1 4. Fittings Markings 2 a. Meet the minimum requirements of AWWA/ANSI CI51/A21.51. 3 b. Minimum markings shall include: 4 1) "DI" or "Ductile" cast or metal stamped on each fitting 5 2) Applicable AWWA/ANSI standard for that the fitting 6 3) Pressure rating 7 4) Number of degrees for all bends 8 5) Nominal diameter of the openings 9 6) Year and country fitting was cast 10 7) Manufacturer's mark 11 5. Joints 12 a. Mechanical Joints with mechanical restraint 13 1) Comply with AWWA/ANSI C 1 1 1/A21.11 and applicable parts of 14 ANSI/A W WA CI 10/A21.10. 15 2) The retainer gland shall have the following working pressure ratings based 16 on size and type of pipe: 17 a) Ductile Iron Pipe 18 (I) 3-inch — 16-inch, 350 psi 19 (2) I 8-inch — 48-inch, 250 psi 20 b) PVC C900 and C905 21 (1) 3-inch— 12-inch, 305psi 22 (2) I4-inch — I6-inch, 235psi 23 (3) 18-inch — 20-inch, 200psi 24 (4) 24-inch — 30 —inch 165psi 25 c) Ratings are for water pressure and must include a minimum safety 26 factor of 2 to 1 in all sizes 27 3) Retainer glands shall have specific designs for Ductile Iron and PVC and 28 should be easily differentiate between the 2. 29 4) Gland body, wedges and wedge actuating components shall be cast from 30 grade 65-45-12 ductile iron material in accordance with ASTM A536. 31 5) Mechanical Joint restraint shall require conventional tools and installation 32 procedures per AWWA C600, while retaining full mechanical Joint 33 deflection during assembly as well as allowing Joint deflection after 34 assembly. 35 6) Proper actuation of the gripping wedges shall be ensured with torque 36 limiting twist off nuts. 37 7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe. 38 b. Push -On, Restrained Joints 39 1) Restraining Push -on Joints by means of a special gasket 40 a) Only those products that are listed in 01 60 00 41 b) The working pressure rating of the restrained gasket must exceed the 42 test pressure of the pipe line to be installed. 43 c) Approved for use of restraining Ductile Iron Pipe in casing with a 44 carrier pipe of 4-inches to 12-inches 45 d) Otherwise only approved if specially listed on the drawings 46 2) Push -on Restrained Joint bell and spigot 47 a) Only those products list in the standard products list will be allowed for 48 the size listed in the standard products list per Section 01 60 00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 331111-7 DUCTILE IRON FITTINGS Page 7 of 13 1 b) Pressure rating shall exceed the working and test pressure of the pipe 2 line 3 c. Flanged Joints 4 I) AWWA/ANSI CI 15/A21.15, ASME B16.1, Class 125 5 2) Flange bolt circles and bolt holes shall match [hose of ASME B 16.1, Class 6 125. 7 3) Field fabricated flanges are prohibited. 8 6. Gaskets 9 a. Provide Gaskets in accordance with Section 33 II 05. 10 7. Isolation Flanges 11 a. Flanges required by the drawings to be Isolation Flanges shall conform to 12 Section 33 04 10. 13 8. Bolts and Nuts 14 a. Mechanical Joints 15 1) Provide bolts and nuts in accordance with Section 33 11 05. 16 b. Flanged Ends 17 1) Meet requirements of A W WA C 115. 18 a) Provide bolts and nuts in accordance with Section 33 l t 05. 19 9. Flange Coatings 20 a. Connections to Steel Flanges 21 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 22 Tape System in accordance with Section 33 11 05. 23 10. Ductile Iron Fitting Exterior Coatings 24 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 25 thick, on the exterior, unless otherwise specified in the Contract Documents. 26 II. Polyethylene Encasement 27 a. All buried Ductile Iron Fittings shall be polyethylene encased. 28 t n.a. a «..,. r. « a i a. �:«. e« ., s-shown 29 in Scction-O4-60-00-wi1143onsidet .ei 30 e. Ilse -only virgin-polyetly4ene i.interinl. 31 d. EncasentenE€er-hn+ied fHtings-shall-be-8+nWlinetw4ow-density (LLD) 32 polyetlylene-eo c.,....:..,, «,. x axnxi x i x wrcr ni nci x « c ,... + i:Thigh 33re 1, e,,,.. sentent-eonfonning-to 34 eon-fo/A21.5 and ASTM A674. 35 e. Marking: At a minim -tan Of every 2 feet aleng4tS-Ieligth rile-nnwk-tlte 36 polyethylene -film -with -the -following -in formation) 37 13-M;r,"tttfaetmrer nmtne-or tradentark 38 2) Year of-nntaufaetttrer 39 /A21.5 40 4)—Minimum-f Minim —um —film —thickness —and —material —type 41 5)- Applieable-range-of-nontinaFdiametersizes 42 6)—Warning Cot+esion-Pfoteetien—Repair Any--Datnage 43 f, Speeial--Marlcings/Gelers 44 t Reef :,,. ..e,.,.,. , .,. , a w., a.n..,. :. gt 45 a) Label -polyethylene -en -easement with "RECLAIMED WATER", 46 l) Proyide paw=: lye.lylene-. «r ... 47 Pahlie-Works-Association-Ilniferm-Coler Code; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION ION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103928-2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 33 11 11 - 8 DUCTILE. IRON FITTINGS c) Attaeh-p wrap 2) Wastewaters perferm-ene-ef-the-fellewinge a) Label polyethylene -unease :.ent ith "axr err, ixi -rrn». erieau Publie-Warks-Asxoehttien--Unitor Co,� �o.e _C_ode --Code, or e-polyethylene-wrap= g. Polyethylene encasement for use with ductile iron pipe systems shall consist of three layers of co -extruded linear low density polyethylene (LLDPE), fused into a single thickness of not less than eight mils. h. The inside surface of the polyethylene wrap to be in contact with the pipe exterior shall be infused with a blend of anti -microbial biocide to mitigate microbiologrcally influenced corrosion and a volatile corrosion inhibitor to control galvanic corrosion. i. Minimum widths Page of13 16 Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter (inches) Min. Width — Flat Tube (inches) Min. Width — Sheet (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 17 12. Ductile Iron Fittings Interior Lining 18 a. Cement Mortar Lining 19 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 20 accordance with A W WA/ANSI C 104/A21.4 and be acceptable according to 21 NSF 61. 22 b. Ceramic Epoxy or Epoxy Linings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 3311 11-9 DUCTILE IRON FITTINGS Page 9 or 13 I) Ductile Iron Fittings for use in wastewater applications shall be lined with 2 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 3 List as shown in Section 01 60 00. 4 2) Apply lining at a minimum of 40 mils DFT 5 3) Due to the tolerances involved, the gasket area and spigot end up to 6 6 inches back from the end of the spigot end must be coated with 6 mils 7 nominal, 10 mils maximum using a Joint Compound as supplied by the 8 manufacturer. 9 a) Apply the Joint compound by brush to ensure coverage. 10 b) Care should be taken that the Joint compound is smooth without excess 11 buildup in the gasket seat or on the spigot ends. t2 c) Coat the gasket seat and spigot ends after the application of the lining. 13 4) Surface preparation shall be in accordance with the manufacturer's 14 recommendations. 15 5) Check thickness using a magnetic film thickness gauge in accordance with 16 the method outlined in SSPC PA 2. 17 6) Test the interior lining of all fittings for pinholes with a non-destructive 18 2,500 volt test. 19 a) Repair any defects prior to shipment. 20 7) Mark each fitting with the date of application of the lining system along 21 with its numerical sequence of application on that date and records 22 maintained by the applicator of his work. 23 8) For all Ductile Iron Fittings in wastewater service where the fitting has 24 been cut, coat the exposed surface with the touch-up material as 25 recommended by the manufacturer. 26 a) The touch-up material and the lining shall be of the same manufacturer. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED[ 32 3.3 PREPARATION [NOT USED] 33 3.4 INSTALLATION 34 A. General 35 I. Install fittings, specials and appurtenances as specified herein, as specified in 36 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 37 recommendations. 38 2. Lay fittings to the lines and grades as indicated in the Drawings. 39 3. Excavate and backfill trenches in accordance with 33 05 10. 40 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 41 B. Joint Making 42 1. Mechanical Joints with required mechanical restraint CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 331111 -10 DUCTILE IRON FITTINGS Page 10 of 13 1 a. All mechanical joints require mechanical restraint. 2 b. Bolt the retainet gland into compression against the gasket, with the bolts 3 tightened down evenly then cross torqued in accordance with AWWA C600. 4 c. Overstressing of bolts to compensate for poor installation practice will not be 5 permitted. 6 2. Push -on Joints (restrained) 7 a. All push -on joints shall be restrained push -on type. 8 b. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 9 c. Wipe clean the gasket seat inside the bell of all extraneous matter. 10 d. Place the gasket in the bell in the position prescribed by the manufacturer. 11 e. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 12 gasket and the outside of the spigot prior to entering the spigot into the bell. 13 f. When using a field cut plain end piece of pipe, refinished the field cut and scarf 14 to conform to AWWA M-4I. 15 3. Flanged Joints 16 a. Use erection bolts and drift pins to make flanged connections. 17 1) Do not use undue force or restraint on the ends of the fittings. 18 2) Apply even and uniform pressure to the gasket. 19 b. The fitting must be free to move in any direction while bolting. 20 1) Install flange bolts with all bolt heads faced in I direction. 21 4. Joint Deflection 22 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 23 and grades and shown in the Drawings. 24 b. The deflection of each Joint must be in accordance with AWWA C600 Table 3. 25 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 26 C600. 27 d. The manufacturer's recommendation may be used with the approval of the 28 Engineer. 29 C. Polyethylene Encasement Installation 30 I. Preparation 31 a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to 32 installation of polyethylene encasement. 33 I) Prevent soil or embedment material from becoming trapped between 34 fittings and polyethylene. 35 b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase 36 with minimum space between polyethylene and fittings. 37 1) Provide sufficient slack in contouring to prevent stretching polyethylene 38 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 39 joints or fittings, and to prevent damage to polyethylene due to backfilling 40 operations. 41 2) Secure overlaps and ends with adhesive tape and hold. 42 c. For installations below water table and/or in areas subject to tidal actions, seal 43 both ends of polyethylene tube with adhesive tape at Joint overlap. 44 2. Tubular Type (Method A) 45 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 46 section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 331111-II DUCTILE IRON FITTINGS Page I I of 13 1 b. Slip tube around fittings, centering it to provide I foot overlap on each adjacent 2 pipe section and bunching it accordion -fashion lengthwise until it clears fittings 3 ends. 4 c. Lower fittings into trench with preceding section of pipe. 5 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 6 e. After assembling fittings make overlap of polyethylene tube, pull bunched 7 polyethylene from preceding length of pipe, slip it over end of the fitting and 8 wrap until it overlaps joint at end of preceding length of pipe. 9 f. Secure overlap in place. 10 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 11 barrel of fitting, securing fold at quarter points. 12 h. Repair cuts, tears, punctures or other damage to polyethylene. 13 i. Proceed with installation of next fitting in same manner. 14 3. Tubular Type (Method B) 15 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 16 section. 17 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 18 end. 19 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 20 barrel of fitting, securing fold at quarter points; secure ends. 21 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 22 proceeding pipe section, bunching it accordion -fashion lengthwise. 23 e. After completing joint, pull 3-foot length of polyethylene over joint, 24 overlapping polyethylene previously installed on each adjacent section of pipe 25 by at least I foot; make each end snug and secure. 26 4. Sheet Type 27 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 28 .section. 29 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 30 clears the fitting ends. 31 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 32 quadrant of fitting. 33 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 34 e. Lower wrapped fitting into trench with preceding section of pipe. 35 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 36 g. After completing joint, make overlap and secure ends. 37 h. Repair cuts, tears, punctures or other damage to polyethylene. 38 i. Proceed with installation of fittings in same manner. 39 5. Pipe -Shaped Appurtenances 40 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 41 polyethylene in same manner as pipe and fittings. 42 6. Odd -Shaped Appurtenances 43 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 44 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 45 sheet under appurtenances and bringing it up around body. 46 b. Make seams by bringing edges together, folding over twice and taping down. 47 c. Tape polyethylene securely in place at the valve stem and at any other 48 penetrations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 33 11 11 - 12 DUCTILE IRON FITTINGS Page 12 of 13 1 7. Repairs 2 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 3 or with short length of polyethylene sheet or cut open tube, wrapped around 4 fitting to cover damaged area, and secure in place. 5 8. Openings in Encasement 6 a. Provide openings for branches, service taps, blow -offs, air valves and similar 7 appurtenances by making an X-shaped cut in polyethylene and tetnporarily 8 folding back film. 9 b. After appurtenance is installed, tape slack securely to appurtenance and repair 10 cut, as well as other damaged area in polyethylene with tape. 11 c. Service taps may also be made directly through polyethylene, with any 12 resulting damaged areas being repaired as described above. 13 9. Junctions between Wrapped and Unwrapped Fittings 14 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 15 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 16 b. Secure end with circumferential turns of tape. 17 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 18 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 19 Fittings. 20 D. Blocking 21 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 22 crosses and plugs in the pipe lines as indicated in the Drawings. 23 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 24 normal to the thrust. 25 3. The supporting area for each block shall be at least as great as that indicated on the 26 Drawings and shall be sufficient to withstand the thrust, including water hammer, 27 which may develop. 28 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 29 5. If the Contractor encounters soil that appears to be different than that which was 30 used to calculate the blocking according to the Drawings, the Contractor shall 31 notify the Engineer prior to the installation of the blocking. 32 3.5 REPAIR/RESTORATION 33 A. Patching 34 1. Excessive field -patching is not permitted of lining or coating. 35 2. Patching of lining or coating will be allowed where area to be repaired does not 36 exceed 100 square inches and has no dimensions greater than 12 inches. 37 3. In general, there shall not be more than 1 patch on either the lining or the coating of 38 any fitting. 39 4. Wherever necessary to patch the fitting: 40 a. Make patch with cement mortar as previously specified for interior joints. 41 b. Do not install patched fitting until the patch has been properly and adequately 42 cured and approved for laying by the City. 43 c. Promptly remove rejected fittings from the site. CITY OF FORT WORTH STANDA RD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Westside V Transmission Main City Project No. 103428-2 3311 I1-13 DUCTILE IRON FITTINGS Page 13 of 13 1 3,6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD loR] SITE QUALITY CONTROL 3 A. Potable Water Mains 4 I. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 5 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 6 main as specified in Section 33 04 40. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING (NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES [NOT USED] 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.Lc-Restraints included in price bid 1.2.A.2.c - Restraints included in price bid 1.3 - Added definitions of gland types for clarity 22.n.5 - Removed unrestrained push -on and mechanical joints 2.2.13.6, 7, 8, and 9 - Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 - Requirement for all mechanical and push -on joints to be restrained 3.4.D Corrected reference 9/20/2017 W. Norwood 2.2.t3.5.a.7 - Added requirement for 6 wedges on MI Restraint for 8 inch PVC pipe CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 25, 2022 South Wesiside V Transmission Main City Project No. 103428-2 331113-1 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 1 of 29 SECTION 33 11 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type (Concrete Pressure Pipe) 24-inch through 72-inch for potable water applications in conformance with AWWA C303 B. Deviations from this City of Fort Worth Standard Specification 1. Added 1.3.A.5.c 2. Added 1.3.A.9 3. Added 1.3.B.3.b & c 4. Modify 1.6.B.4.a 5. Added 1.6.B.5 6. Added 1.6.C.2 & 3 7. Modify 1.9.A.1.a 8. Added 1.9.A.1.e 9. Modify 1.9.C.2.a 10. Added 1.10.A.4.d.iv 11. Added 2.2.8.6 & 7 12. Modify 2.2.B.12.a 13. Modify 2.2.B.19.a 14. Added 2.2.C.1.e.12, 13, & 14 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-2 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 2 of 29 15. Added 2.2.C.1.g 16. Added 2.2.C.2.b.2 & 3 17. Added 2.2.C.2.c.1.b & c 18. Added 2.2.C.1.e.8 & 9 19. Added 2.2.C.7. 20. Modify 3.4.8.3 21. Modify 3.4.C.1.e.1 22. Added 3.4.C.2.a.6 23. Modify 3.4.C.4.a 24. Added 3.7.A.2 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 01 31— Closed Circuit Television (CCTV) Inspection 4. Section 33 04 10—Joint Bonding and Electrical Isolation 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 7. Section 33 1105 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Concrete Pressure Pipe a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No.3 331113-3 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 3 of 29 1) Measured horizontally along the surface from center line to centerline of the fitting or appurtenance b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot for "Concrete AWWA C303 Pipe" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe with joints as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill 16) Clean-up 17) Cleaning CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13-4 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 4 of 29 18) Disinfection 19) Testing 2. Concrete Pressure Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "C303 Fittings" installed for: a) Various sizes b) Various types of backfill c. The price bid shall include: 1) Furnishing and installing Concrete Pressure Pipe Fittings as specified by the Drawings 2) Mobilization 3) Coating 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement, and compaction of embedment 10) Trench water stops 11) Joint restraint 12) Bolts and nuts 13) Welding 14) Gaskets, if allowed 15) Furnishing, placement, and compaction of backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-5 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 5 of 29 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 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. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 3. American Society of Testing and Materials (ASTM): a. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. b. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 PSI Tensile Strength. c. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. d. 8633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. e. C33, Standard Specification for Concrete Aggregates. f. C144, Standard Specification for Aggregate for Masonry Mortar. g. C150, Specification for Portland Cement. h. C293, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Center -Point Loading). i. C497, Methods of Testing Concrete Pipe. j. C882, Standard Test Method for Bond Strength of Epoxy -Resin Systems Used With Concrete By Slant Shear. k. C1090, Standard Test Method for Measuring Changes in Height of Cylindrical Specimens of Hydraulic -Cement Grout. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-6 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 6 of 29 I. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 4. American Welding Society (AWS): a. D1.1, Structural Welding Code - Steel. 5. American Water Works Association (AWWA): a. C206, Field Welding of Steel Water Pipe. b. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. c. C208 Dimensions for Steel Water Pipe Fittings d. C303, Concrete Pressure Pipe, Bar -Wrapped, Steel -Cylinder Type. e. M9, Concrete Pressure Pipe. 6. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 7. International Organization for Standardization (ISO). 8. National Sanitation Foundation (NSF): a. NSF 61, Drinking Water System Components - Health Effects 9. American Concrete Pressure Pipe Association (ACPPA). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Exterior Coating a. Material data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13- 7 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 7 of 29 b. Application recommendations c. Field touch-up procedures 2. Joint Wrappers a. Material data b. Installation recommendations 3. Flexible Joint Couplings a. Manufacturer b. Model 4. Mixes a. Mortar for interior joints and patches b. Bonding agents for patches 5. Gaskets (if applicable) B. Shop Drawings — Furnish for Concrete Pressure Pipe used in the potable water systems including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Internal pressure 1) Working Pressure 2) Test Pressure 3) Surge pressure b. External pressure 1) Deflection 2) Buckling c. Special physical loading such as supports or joint design d. Thermal expansion and/or contraction, if applicable for the proposed installation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-8 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 8 of 29 2. Thrust restraint calculations for all fittings and valves including the restraint length sealed by a Licensed Professional Engineer in Texas. 3. Fabrication and lay drawings showing a schematic location with profile and a tabulated layout schedule that is sealed by a Licensed Professional Engineer in Texas and includes: a. Pipe class b. Cylinder thickness c. Bar diameter and spacing d. Joint types e. Fittings f. Thrust Restraint g. Stationing (in accordance with the Drawings) h. Transitions i. Joint deflection j. Outlet locations for welding, ventilation, and access k. Welding requirements 4. Pipe within Casing a. Provide drawings detailing how pipe is restrained to prevent floating within the casing and built up mortar rings used for pipe supports. 5. Contractor's proposed field welding procedure in accordance with AWWA C206 and AWS D1.1 C. Certificates and Test Reports 1. Submittals for certificates and testing reports shall be as outlined in Article 1.9 of this Section. 2. Certified test reports for factory welds of fittings from an independent certified welding inspector not employed by the pipe manufacturer. 3. Certified test reports for field welds from an independent certified welding inspector not employed by the pipe manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-9 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 9 of 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Shall be American Concrete Pressure Pipe Association (ACPPA) Quality Program certified, I.S.O. 9001 Quality Certification Program certified, or equal, for Concrete Pressure Pipe and accessory manufacturing. b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed under the control of the manufacturer. c. Pipe shall be the product of 1 manufacturer which has had not less than 5 years successful experience manufacturing AWWA C303 pipe of the particular type and size indicated. 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, and coating) shall be performed at 1 location, unless otherwise approved by the Engineer. d. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303. e. Pipe and fittings not allowed to be shipped over saltwater ways or via rail. B. Certifications 1. Prior to shipment of the pipe, the Pipe Manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the pipe to be furnished complies with AWWA C303 and these Specifications b. Copies of results of factory hydrostatic tests shall be provided to the Engineer c. Mill certificates, including chemical and physical test results for each heat of steel 1) The manufacturer shall perform the tests described in AWWA C303, for all pipe, fittings, and specials, except that the absorption test detailed in this CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 3311 13 - 10 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 10 of 29 Specification shall supersede the requirements of the applicable portion of AWWA C303. d. Certified test reports for welder certification for factory and field welds in accordance with AWWA C303, Section 5 e. Certified test reports for cement mortar tests f. Certified test reports for steel cylinder tests C. Hydrostatic Pressure Testing 1. Hydrostatic pressure testing shall meet or exceed the requirements of AWWA C303 Section 4.6 — Fabrication. a. Each pipe cylinder, with rings welded to its ends, shall be hydrostatically tested prior to application of lining or coating. b. The internal test pressure shall be that which results in a fiber stress equal to 75 percent of the minimum yield strength of the steel used. c. Each pipe cylinder tested shall be completely watertight under maximum test pressure. d. Test pressure shall be held for sufficient time to observe the weld seams. e. Pipe manufacturer shall maintain a recording of the pressure gauge report and provide to the Engineer. 2. Fittings shall be fabricated from hydrostatically tested pipe or fabricated of welded steel sheets or plates per AWWA C208 a. Fittings shall be tested in accordance with AWWA C303. All welds on fittings shall be tested by hydrostatic test, ultrasonic test, air test or magnetic particle test. Air test shall be made by applying air to the welds at 10 pounds per square inch pressure and checking for leaks around and through welds with a soap solution. In addition, 5 percent of welds on fittings shall be checked with x ray or ultrasonic testing by an independent certified welding inspector paid for by the pipe manufacturer 3. Factory Testing a. Cement Mortar Coating - Absorption Test 1) A water absorption test shall be performed on samples of cured mortar coating taken from each working shift. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-11 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 11 of 29 a) The mortar coating samples shall have been cured in the same manner as the pipe. b) A test value shall consist of the average of a minimum of 3 samples taken from the same working shift. c) The test method shall be in accordance with ASTM C497, Method A. d) The average absorption value for any test shall not exceed 9 percent and no individual sample shall have an absorption exceeding 11 percent. e) Tests for each working shift shall be performed on a daily basis until conformance to the absorption requirements has been established by 10 consecutive passing test results, at which time testing may be performed on a weekly basis for each working shift. (1) Daily testing shall be resumed for each working shift with failing absorption test results and shall be maintained until conformance to the absorption requirements is re-established by 10 consecutive passing test results. D. Cement Mortar Lining 1. Shop -applied cement mortar linings shall be tested in accordance with AWWA C303. E. City Testing and Inspection 1. The City reserves the option to have an independent testing laboratory, at the City's expense, inspect pipe and fittings at the pipe manufacturer's plant. a. The City's testing laboratory and Engineer shall have free access to the manufacturer's plant. b. The pipe manufacturer shall notify the City, in writing, at least 2 weeks prior to pipe fabrication as to start of fabrication and fabricating schedule. The City will then advise the manufacturer as to City's decision regarding tests to be performed by an independent testing laboratory. c. In the event the City elects to retain an independent testing laboratory to make material tests and weld tests, it is the intent that the tests be limited to 1 spot testing of each category unless the tests do not show compliance with the standard. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 12 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 12 of 29 1) If these tests do not show compliance, the City reserves the right to have the laboratory make additional tests and observations. 2. The inspection and testing by the independent testing laboratory anticipates that production of pipe shall be done over a normal period of time and without "slow downs" or other abnormal delays. a. In the event that an abnormal production time is required, and the City is required to pay excessive costs for inspection, then the Contractor shall be required to reimburse the City for such costs over and above those which would have been incurred under a normal schedule of production as determined by the Engineer. F. Manufacturer's Technician for Pipe Installation 1. Pipe Manufacturer's Representative a. During the construction period, the pipe manufacturer shall furnish the services of a factory trained, qualified, job experienced technician to advise and instruct, as necessary, in pipe laying and pipe jointing. 1) The technician shall assist and advise the Contractor in his pipe laying operations and shall instruct construction personnel in proper joint assembly and joint inspection procedures. 2) The technician is not required to be on -site full time; however, the technician shall be regularly on -site during the first 2 weeks of pipe laying and thereafter as requested by the Engineer, City or Contractor. 1.10 DELIVERY, STORAGE, AND HANDLING A. Packing 1. Prepare pipe for shipment to: a. Afford maximum protection from normal hazards of transportation b. Allow pipe to reach project site in an undamaged condition 2. Pipe damaged in shipment shall not be delivered to the project site unless such damaged pipe is properly repaired. 3. After the completed pipe and fittings have been removed from the final cure at the manufacturing plant: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 13 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 13 of 29 a. Protect pipe lining from drying by means of plastic end covers banded to the pipe ends. b. Maintain covers over the pipe ends at all times until ready to be installed. c. Moisture shall be maintained inside the pipe by periodic addition of water as necessary. 4. Pipes shall be carefully supported during shipment and storage. a. Pipe, fittings and specials shall be separated so that they do not bear against each other and the whole load shall be securely fastened to prevent movement in transit. b. Ship pipe on padded bunks with tie -down straps approximately over stuffing. c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to protect the pipe from damage. d. Each end and each length of pipe, fitting or special (42-inches and larger) and the middle of each pipe joint shall be internally supported and braced with stulls to maintain a true circular shape. i. Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment and installation. Pipe shall be rotated so that one stull remains vertical during storage, shipment and installation. iii. At a minimum, stulls shall be placed at each end, each quarter point and center. iv. Do not remove stulls until pipe is backfilled. B. Delivery, Handling, and Storage 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the Contractor shall inspect the pipe's interior coating for excessive cracking. a. If excessive cracking is found, exceeding the allowance in AWWA C303, modify shipping procedures to reduce or eliminate cracking. 2. Deliver, handle and store pipe in accordance with the manufacturer's recommendations to protect coating systems. C. Marking for Identification CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 14 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 14 of 29 1. For each joint of pipe and each fitting, plainly mark on 1 end: a. Class for which it is designated b. Date of manufacturer c. Identification number d. Top centerlines shall be marked on all specials. D. Point of Delivery 1. The Contractor is responsible for securing and maintaining a location to store the material in accordance with Section 0166 00. 1.11 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Materials 1. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. All pipe shall meet the requirements of NSF 61. 2. Cement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 15 CONCRETE PRESSURE PIPE, 8AR-WRAPPED, STEEL CYLINDER TYPE Page 15 of 29 a. Cement for use in concrete and mortar shall be Type I or II Portland Cement. 3. Aggregates a. Aggregates for concrete lining and coating shall conform to ASTM C33. 4. Sand a. Sand used for inside and outside joints shall be of silica base, conforming to ASTM C144. 5. Special Coating (Mortar Rings) a. Pipe to be installed in casing shall have 2 built-up mortar rings, each approximately 2 feet long and slightly higher than the pipe bell, to prevent the pipe from being supported by the pipe bell. b. Built-up mortar rings are to be applied at the quarter points of the pipe section. 6. Linme a. Mortar lining shall be centrifugally cast to leave a smooth lining. All rough spots shall be ground down with a rubbing stone or other approved method. 7. Coating a. Mortar coating shall be dense, hard, with no cracks larger than hairline (0.010 inches} 8. Bushings, Couplings and Plugs a. Where outlets or taps are threaded, furnish and install brass reducing bushings in larger steel half couplings for the outlet size indicated. b. Threaded plugs shall be brass. 9. Mixes a. Cement Mortar 1) Cement mortar used for pouring joints shall consist of: a) 1 part Portland Cement b) 2 parts clean, fine, sharp silica sand c) Mixed with water CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 16 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 16 of 29 d) No manufactured sand shall be permitted. e) Exterior joint mortar shall be mixed to the consistency of thick cream. f) Interior joint mortar shall be mixed with as little water as possible so that the mortar is very stiff, but workable. Cement shall be A-SW-Q.50 ASTM C595 Type I or Type II. g) h) Sand shall conform to ASTM C144. 2) Cement mortar used for patching shall be mixed as per cement mortar for inside joints. 10. Joint Wrappers a. Joint wrappers shall be manufactured by Mar -Mac Manufacturing Company, or approved equal. b. For pipe within casing, Flex Protex joint filler, or approved equal, may be used for pipes that can be welded from the interior. 11. Flexible Joint Couplings a. Flexible Joint Couplings shall be Dresser Style 38, Smith -Blair Style 411 or approved equal. 12. Pipe Ends a. The standard pipe end shall include Carnegie steel joint ring and a continuous solid rubber ring gasket as per AWWA M9. 13. Gaskets 1) Flange in accordance with AWWA C207. 2) Provide Gaskets in accordance with Section 33 1105. 14. Bolts and Nuts a. Flanged Ends 1) Flange in accordance with AWWA C207. 2) Provide bolts and nuts in accordance with Section 33 1105. 15. Isolation Flanges CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113 -17 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 17 of 29 a. Flanges required by the drawings to be Isolation Flanges shall conform to Section 33 04 10. 16. Flange Coatings a. Flange Coatings in accordance with Section 33 1105. 17. Threaded Outlets a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and install brass bushings for the outlet size indicated. 18. Weld Lead Outlets (if applicable) a. Use of threaded outlets for access for weld leads is permitted. b. Additional outlet configurations shall be approved by the Engineer. c. Outlets shall be welded after use. 19. Snap Rings a. Snap rings shall be manufactured by Hansen Thompson Pipe Group or approved equal. C. Performance / Design Criteria 1. Pipe Design a. Pipe shall be designed, manufactured and tested in accordance with the latest revisions of AWWA C303, AWWA M9, as well as the special requirements of this Specification. b. Sizes and pressure classes (working pressure) shall be as specified in the Drawings. c. For the purposes of pipe design, working pressure plus transient pressure shall be as indicated below. d. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. e. Pipe shall be designed according to the methods indicated in AWWA C303 and AWWA M9 for trench construction, using the following parameters: 1) Unit Weight of Fill (w) = 130 pounds per cubic foot CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113 -18 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 18 of 29 2) Live Load = AASHTO H-20 truck for unpaved conditions 3) Live Load = Cooper E-80 loading for railroad crossings 4) Trench Depth = As indicated on Drawings 5) Coefficient K„' = 0.150 6) Trench Width (Bd) as indicated on Drawings 7) Bedding Conditions = as indicated on Drawings 8) Pressure Class - 250 psi min. working pressure 9) Surge Allowance = 100 psi minimum a) where: Total Pressure (including surge) - 150 psi + 100 psi - 250 psi for ter. ter nnains nrn Here wnerc nn. where: Total Pressure (including surge) = 250 psi + 100 psi = 350 psi b) for Wptcr Main n rterc trl 10) Deflection Lag Factor = 1.0 11) Soil Reaction Modulus (E') < 1,000 12) Maximum calculated deflection, Dv=Dx=1% 13) Coefficient k = 0.09 14) Pipe shall be designed for full vacuum conditions. f. Trench depths indicated on Drawings shall be verified after existing utilities are located. g• 1) Vertical alignment changes required because of existing utility or other conflicts shall be accommodated by an appropriate change in pipe design depth. 2) In no case shall pipe be installed deeper than its design allows. Where the pipe requires additional external support to achieve the specified maximum deflection the Contractor (with concurrence from the pipe manufacturer) will be required to furnish alternate methods for pipe embedment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-19 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 19 of 29 1) No additional compensation will be made to the Contractor by the City where this method is required. 2. Provisions for Thrust a. Thrust at bends, tees or other fittings shall be resisted by welded joints or snap rings. 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. 2) No thrust restraint contribution shall be allowed for pipe in casing unless the annular space in the casing is filled with grout. 3) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings. b. Restrained joints shall be used a sufficient distance from each side of the bend, tee, plug or other fitting to resist thrust which develops at the design pressure of the pipe. 1) The distance for thrust restraint shown on the Drawings is the minimum restraint and does not relieve the manufacturer from calculating the restraint needs as specified herein. a) In no case shall the restrained distance be less than indicated on the Drawings. 2) At a minimum, all fittings and specials with outlets shall be welded to connecting pipes regardless of if the fittings are indicated to be restrained in the Drawings. 3) Weld all joints at vertical and horizontal points of inflection regardless of if those locations are indicated to be restrained in the Drawings. 4) Restrained joints shall consist of welded joints or snap rings. 5) In areas where restrained joints are used for thrust restraint, the pipe shall have adequate cylinder thickness to transmit the thrust forces. c. Thrust restraint design CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-20 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 20 of 29 1) The length of pipe with restrained joints to resist thrust forces shall be verified by the pipe manufacturer in accordance with AWWA M9, TRDP, and the following: a) The Weight of Earth (We) shall be calculated as the weight of the projected soil prism above the pipe. (1) Soil Density = 130 pounds per cubic foot (maximum value to be used for unsaturated soil). b) Thrust design pressure equal to the working pressure plus surge pressure. c) Friction factor _ n 25 Friction factor = 0.50 d. Thrust collars will only be permitted for temporary plugs. 1) Thrust collars may not be used for any other application, unless approved in writing by the Engineer. 3. Inside Diameter a. The inside diameter, of the cement mortar lining shall be the nominal diameter specified, unless otherwise indicated on the Drawings. 4. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection and Flange Gaskets shall be in accordance with Section 33 04 10. 5. Bend Fittings a. All bend fittings shall be long radius to permit passage of pipeline pigs. 6. Fittings with Flanges a. Flanged joints shall be provided at connections to valves and where indicated on the Drawings. b. Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. c. Pipe flanges and field welding of flanges to Concrete Pressure Pipe shall conform to the requirements of AWWA C207 and AWWA C206. d. Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113 -21 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 21 of 29 e. Flanges shall match the fittings or appurtenances which are to be attached. f. Flanges shall be Class E with 275 psi working pressure in accordance with AWWA C207 and in accordance with ASME 816.1 Class 125 for areas designated with a 225 psi test pressure. 7. Pipe, fittings and specials shall be designed such that the maximum stresses in the pipe due to thrust loading will not exceed 18,000 psi. Bend fittings over 15- degrees, pipe with 24-inch and larger outlets, and wyes shall have the following minimum thickness: a. 36-inch diameter and smaller = 0.25 inches b. Greater than 36-Inch to 60 inch diameter = 0.375 inches 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Concrete Pressure Pipe, fittings, specials and appurtenances as required for the proper functioning of the completed pipe line. 2. Install pipe, fittings, specials and appurtenances as specified herein, as specified in AWWA M9, and in accordance with the pipe manufacturer's recommendations. 3. Lay pipe to the lines and grades show on the Drawings. 4. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 5. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103928-2 Addendum No. 3 33 11 13 - 22 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 22 of 29 b. Effectively seal the open end of the pipe using a gasketed night cap. 6. If pipe is placed in casing, restrain pipe from floating as required in Article 1.6.B.4. B. Pipe Handling 1. Haul and distribute pipe fittings at the project site and handle piping with care to avoid damage. 2. Before lowering into the trench and inspect each joint of pipe and reject or repair any damaged pipe. 3. Pipe shall be handled at all times with a minimum of 1 wide non-abrasive sling, belts or other equipment designed to prevent damage to the coating or lining. Chains will not be allowed. 4. The equipment shall be kept in such repair that its continued use is not injurious to the coating. 5. The spacing of pipe supports required to handle the pipe shall be adequate to prevent cracking or damage to the lining or coating. C. Pipe Jointing 1. General a. Thoroughly clean the bell and spigot rings before laying each joint of pipe by brushing and wiping. b. If any damage to the protective coating on the metal has occurred, repair the damage before laying the pipe. c. Lubricate the gasket and the inside surface of the bell with an approved lubricant (flax soap) which will facilitate the telescoping of the joint. d. Tightly fit together sections of pipe and exercise care to secure true alignment and grade. e. When a joint of pipe is being laid, place the gasket on the spigot ring and enter the spigot end of the pipe into the bell of the adjoining pipe and force into position. 1) The inside joint space between ends of the pipe sections shall have an opening within the tolerances as recommended by the pipe manufacturer. Use joint spacers at all locations to prevent over -stabbing Points. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113 -23 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 23 of 29 f. No "blocking up" of pipe or joints will be permitted, and if the pipe is not uniformly supported or the joint not made up properly, remove the joint and properly prepare the trench. g• After joining, check the position of the gasket with a feeler gauge. 1) If the gasket is out of position, disassemble the joint and repeat the joint laying procedure. h. For interior welded joints, complete backfilling before welding. i. For exterior field -welded joints, provide adequate working room under and beside the pipe. 2. Exterior Joints a. Make the exterior joint by placing a joint wrapper around the pipe and secure in place with 2 metal straps. 1) The wrapper shall be 9 inches wide for pipe 36-inches and larger, and 7 inches wide for smaller pipe, hemmed on each side. 2) The wrapper shall be fiberglass reinforced or burlap cloth, with lengths encircling the pipe, leaving enough opening between ends to allow the mortar to be poured inside the wrapper into the joint. 3) Fill the joint with mortar from 1 side in 1 continuous operation until it has flowed entirely around the pipe. 4) During the filling of the joint, pat or manipulate the sides of the wrapper to settle the mortar and expel any entrapped air. 5) Leave wrappers in place undisturbed until the mortar has set-up. 6) Do not embed or backfill over pipe for a minimum of two hours to allow mortar to set up. At the start of the project, excavate two joints of pipe to verify mortar does not have shrinkage cracks. 3. Interior Joints a. Upon completion of backfilling of the pipe trench, fill the inside joint recess with a stiff cement mortar/high-strength grout. b. Prior to placing of mortar/grout, clean out dirt or trash which has collected in the joint and moisten the concrete surfaces of the joint space by spraying or brushing with a wet brush. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 24 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 24 of 29 c. Ram or pack the stiff mortar/grout into the joint space and take extreme care to insure that no voids remain in the joint space. d. After the joint has been filled, level the surfaces of the joint mortar/grout with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. e. Interior joints of pipe smaller than 21-inches shall have the bottom of the bell buttered with grout, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus grout from the joint. 1) The surplus grout shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or an inflated ball through the pipe with a rope. f. Mortar Pointing of interior non -welded joints not required if metalized joint rings are provided per AWWA M9. 4. Welded Joints a. Weld joints in accordance with the AWWA M9 and AWWA C206. 1) Contractor shall provide adequate ventilation for welders and for the City to observe welds. 2) Unless otherwise specified on the Drawings, welds shall be full circle fillet welds. b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. c. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric arc process. d. Welding shall be performed so as not to damage lining or coating. e. Furnish labor, equipment, tools and supplies, including shielded type welding rod. 1) Protect welding rod from any deterioration prior to its use. 2) If any portion of a box or carton is damaged, reject the entire box or carton. f. In all hand welding: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-25 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 25 of 29 1) The metal shall be deposited in successive layers. 2) Not more than 1/8 inch of metal shall be deposited in each pass. 3) Each pass except the final 1, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses and to remove dirt, slag or flux before the succeeding bead is applied. 4) Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. 5) Undercutting along the side shall not be permitted. g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, undercutting and/or any other defects. h. If the ends of the pipe are laminated, split or damaged to the extent that satisfactory welding contact cannot be obtained, remove the pipe from the line. Furnish each welder employed with a steel stencil for marking the welds so that the work of each welder may be identified. 1) Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. a) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. Welders 1) Each welder employed by the Contractor shall be required to satisfactorily pass a welding test in accordance with AWWA C206 before being allowed to weld on the line. 2) After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. a) The inspection will be done by a Certified Welding Inspector retained by the City. 3) Any welder making defective welds shall not be allowed to continue to weld. k. Weld Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 26 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 26 of 29 1) Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed by the Contractor under the supervision and inspection of the City's Representative or an independent testing laboratory, on all full welded joints. a) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at the Contractor's expense. b) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. (1) The procedure for repairing the joint shall be approved by the Engineer before proceeding. 5. Protection of Exposed Metal a. Protect exposed ferrous metal by a minimum of 1 inch coating of cement mortar as previously specified for inside joints, unless otherwise specified in the Drawings. b. Exposed large flat surfaces such as flanges, bolts, caulked joints, threaded outlets, closures, etc., shall have coating reinforced with galvanized wire mesh. c. Thoroughly clean and wet the surface receiving a cement mortar coating with water just prior to placing the cement mortar coating. d. After placing, take care to prevent cement mortar from drying out too rapidly by covering with damp earth or burlap. e. Cement mortar coating shall not be applied during freezing weather. 6. Patching a. Excessive field -patching of lining or coating shall not be permitted. b. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. c. In general, there shall not be more than 1 patch on either the lining or the coating of any 1 joint of pipe. d. Wherever necessary to patch the pipe, make patch with cement mortar as previously specified for interior joints. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-27 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 27 of 29 e. Do not install patched pipe until the patch has been properly and adequately cured and approved for laying by the City. f. Promptly remove rejected pipe from the site. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field [oR] Site Tests and Inspections 1. Cleaning and Testing a. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 1) Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. 2. Deflection Testing a. Prior to hydrostatic testing, the City's inspector and Contractor shall perform deflection testing at a minimum rate of 2 measurements for every joint of pipe. b. City may reject any areas not meeting the deflection requirements of this Section. c. Complete internal welding of joints, welding inspections and grout of the inside joints prior to measuring deflection. The welding inspections shall be done by an independent CWI as described in Section 0145 23. d. Deflection measurements shall be made by the City's inspector and Contractor. 1) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the City, at the Contractor's expense 2) Method for taking measurements shall be agreed to by the City in writing prior to installing the first joint of pipe. 3) Measurements shall be recorded by the Contractor. 4) Make deflection measurements no sooner than 5 days and no later than 30 days after backfilling operations are complete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 33 11 13 - 28 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 28 of 29 e. Determine deflection with vertical measurements taken at the locations indicated below. Locations where vertical measurements are taken shall be clearly marked on the interior of the pipe 1) For pipe joints 36 feet in length, or less, vertical measurements shall be taken at two locations, % distance from each pipe end. 2) For pipe joints exceeding 36 feet in length, vertical measurements shall be taken at 3 locations including 'A -distance from each pipe end and at the pipe midpoint. f. Correction of Pipe Not Complying with the Deflection Requirements 1) If the average joint deflection of a single joint of any single measurement fails to meet specifications, the entire joint shall be reworked in accordance with the manufacturer's recommendations and as directed by the City at no additional cost to the City. This may include uncovering the pipe re -compaction of the pipe bedding, and repair of the coating. It is the Contractor's responsibility to continuously measure and calculate pipe deflection to verify it meets specification. 3. Closed Circuit Television (CCTV) Inspection a Provide a Post -CCTV Inspection for water lines 24-inch and larger in accordance with Section 33 0131. 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 331113-29 CONCRETE PRESSURE PIPE, BAR -WRAPPED, STEEL CYLINDER TYPE Page 29 of 29 DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.10.A.4.d. —Size revision for stull requirement 2.2,B,10, 11, 12 and 13—Added reference to Sections 33 1105 and 33 0410; removed material specifications for bolts, nuts and gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main CITY PROJECT No. 103428-2 Addendum No. 3 1 2 SECTION 33 1114 BURIED STEEL PIPE AND FITTINGS 331114-1 BURIED STEEL PIPE AND FITTINGS Page 1 of 49 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Buried Steel Pipe 24-inches and larger for potable water transmission applications 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 1.1.A.1 9 2. Modified 1.3.A.4.a 10 3. Added 1.3.A.6.i & k 11 4. Added 1.3.A.12.f 12 5. Modified 1.6.B.1.a.1 13 6. Modified 1.6.B.3.a 14 7. Added 1.63.3.1 15 8. Modified 1.6.C.1 16 9. Added 1.6.C.1.h & i 17 10. Modified 1.9.A.1.a, c, and d 18 11. Modified 1.10.A.4.d.4 19 12. Modified 2.2.B.2.a.1 20 13. Deleted 2.2.B.2.a.1.k.1 21 14. Modified 2.2.8.2.a.1.k.2 & 3 22 15. Deleted 2.2.8.2.b.1.a CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 16. Added 2.2.B.2.b.1.c 2 17. Modified 2.2.6.3.a 3 18. Modified 2.2.B.3.b.1 & 3 4 19. Modified 2.2.B.4 5 20. Modified 2.2.6.7.a & e 6 21. Modified 2.2.8.8.b 7 22. Modified 2.2.6.10 8 23. Added 2.2.B.11.a.5 9 24. Modified 2.2.B.12.b, c, & d 10 25. Added 2.2.6.13 11 26. Modified 2.2.C.1.e.8, 9, & 10 12 27. Modified 2.2.C.1.g 13 28. Added 2.2.C.2.b.1 and 2. 14 29. Modified 2.2.C.2.c 15 30. Modified 2.2.C.2.d 16 31. Modified 2.2.C.4.a & e 17 32. Modified 2.2.C.5.a 18 33. Modified 2.2.C.6.b 19 34. Modified 2.2.C.8.a 20 35. Modified 2.2.C.9.c.3.b.1 21 36. Modified 2.2.C.9.c.8 22 37. Modified 2.2.C.9.d.1 23 38. Modified 2.2.C.9.e.3 & 6 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 331114-2 BURIED STEEL PIPE AND FITTINGS Page 2 or 49 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-3 BURIED STEEL PIPE AND FITTINGS Page 3 of 49 1 39. Modified 2.2.C.10.b.9 2 40. Added 2.2.C.11 3 41. Added 2.4.D.2.e 4 42. Deleted 2.4.D.3 5 43. Modified 3.4.A.1 6 44. Modified 3.4.B.2 7 45. Added 3.4.C.3 8 46. Modified 3.4.D.1.d 9 47. Modified 3.4.D.2.a.3 10 48. Modified 3.4.E.6 11 49. Added 3.4.G.1.a.4 12 50. Modified 3.4.G.1.c 13 51. Modified 3.4.G 14 52. Modified 3.5.A 15 53. Deleted 3.5.A.1.a 16 54. Added 3.7.A.3.a.1-6 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0— Bidding Requirements, Contract Forms, and Conditions of the Contract 19 2. Division 1— General Requirements 20 3. Section 33 01 31— Closed Circuit Television (CCTV) Inspection 21 4. Section 33 04 10—Joint Bonding and Electrical Isolation 22 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 23 6. Section 33 05 10— Utility Trench Excavation, Embedment, and Backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 7. Section 33 1105 — Bolts, Nuts, and Gaskets 2 1.2 PRICE AND PAYMENT PROCEDURES 3 A. Measurement and Payment 4 1. Buried Steel Pipe 5 a. Measurement 6 7 8 331114-4 BURIED STEEL PIPE AND FITTINGS Page 4 of 49 1) Measured horizontally along the surface from center line to center line of the fitting or appurtenance b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 and measured as provided under "Measurement" will be paid for at the 11 unit price bid per linear foot of "Steel AWWA C200 Pipe" installed for: 12 a) Various sizes 13 b) Various type of backfill 14 c. The price bid shall include: 15 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 16 Drawings 17 2) Mobilization 18 3) Coating 19 4) Lining 20 5) Pavement removal 21 6) Excavation 22 7) Hauling 23 8) Disposal of excess material 24 9) Furnishing, placement and compaction of embedment 25 10) Thrust restraint 26 11) Bolts and nuts 27 12) Welding CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South.Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-5 BURIED STEEL PIPE AND FITTINGS Page 5 of 49 1 13) Gaskets 2 14) Furnishing, placement and compaction of backfill 3 15) Trench water stops 4 16) Clean-up 5 17) Cleaning 6 18) Disinfection 7 19) Testing 8 2. Buried Steel Pipe Fittings 9 a. Measurement 10 1) Measurement for this Item shall be by lump sum. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the 14 lump sum price bid for "Steel Fittings" 15 c. The price bid shall include: 16 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 17 Drawings 18 2) Mobilization 19 3) Coating 20 4) Lining 21 5) Pavement removal 22 6) Excavation 23 7) Hauling • 24 8) Disposal of excess material 25 9) Furnishing, placement and compaction of embedment 26 10) Thrust restraint 27 11) Bolts and nuts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 14 -6 BURIED STEEL PIPE AND FITTINGS Page 6 of 49 1 12) Welding 2 13) Gaskets 3 14) Furnishing, placement and compaction of backfill 4 15) Trench water stops 5 16) Clean-up 6 17) Cleaning 7 18) Disinfection 8 19) Testing 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 15 16 17 2. American Association of State Highway and Transportation Officials(AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 4. ANSI International (ASTM): 18 a. A307, Standard Specification -for Carbon Steel Bolts and Studs, 60,000 POI 19 Tensile Strength A193, Standard Specification for Alloy -Steel and Stainless 20 Steel Bolting for High -Temperature or High -Pressure Service and Other 21 Special Purpose Application. 22 b. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 23 c. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 24 Steel. 25 d. C33, Standard Specifications for Concrete Aggregates. 26 e. C144, Standard Specification for Aggregate for Masonry Mortar. 27 f. C150, Standard Specification for Portland Cement. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 6 7 8 33 11 14- 7 BURIED STEEL PIPE AND FITTINGS Page 7 of 49 g. C216, Standard Specification for Facing Brick (Solid Masonry Units Made from Clay or Shale). h. D16, Standard Terminology for Paint, Related Coatings, Materials, and Applications. i. D242, Standard Specification for Mineral Filler for Bituminous Paving Mixtures. j. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic Coatings. k. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 9 I. D4541, Standard Test Method for Pull -Off Strength of Coatings Using Portable 10 Adhesion Testers. 11 m. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 12 5. American Welding Society (AWS) 13 a. D1.1, Structure Welding Code - Steel. 14 6. American Water Works Association (AWWA): 15 a. C200, Steel Water Pipe - 6 Inches and Larger. 16 b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins 17 and Larger Shop -Applied. 18 c. C206, Field Welding of Steel Water Pipe. 19 d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN 20 e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 21 f. C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel 22 Water Pipelines. 23 24 g• C216, Heat Shrinkable Cross -Linked Polyolefin Coatings for the Exterior of Special Sections, Connections, and Fittings for Steel Water Pipelines 25 h. C222, Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe 26 and Fittings 27 i. M11, Steel Pipe - A Guide for Design and Installation. 28 j. C217 Petrolatum and Petroleum Wax Tape Coating for the Exterior of 29 Special Sections, Connection, and Fittings for Steel Water Pipelines CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 2 3 4 5 6 33 11 14- 8 BURIED STEEL PIPE AND FITTINGS Page 8 of 49 k. C604, Installation of Steel Water Pipe 7. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 8. International Organization for Standardization (ISO). 9. NACE International (NACE): 7 a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on 8 Conductive Substrates. 9 10. NSF International (NSF): 10 a. 61, Drinking Water System Components - Health Effects. 11 11. Spray Polyurethane Foam Alliance (SPFA). 12 12. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers 13 (NACE) 14 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 15 b. SP 1, Solvent Cleaning. 16 c. SP 2, Hand Tool Cleaning. 17 d. SP 3, Power Tool Cleaning. 18 e. SP 10/NACE No. 2 Near -White Blast Cleaning 19 f. SP 5 White Metal Abrasive Blast 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS 22 A. Submittals shall be in accordance with Section 01 33 00. 23 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 24 specials. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Product Data CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-9 BURIED STEEL PIPE AND FITTINGS Page 9 of 49 1 1. Exterior Coating 2 a. Material data 3 b. Application recommendations 4 c. Field touch-up procedures 5 2. Heat Shrink Sleeves, if applicable 6 a. Material data 7 b. Installation recommendations 8 3. Joint Wrappers, if applicable 9 a. Material data 10 b. Installation recommendations 11 4. Mixes 12 a. Mortar for interior joints and patches 13 b. Bonding agents for patches 14 5. Gaskets 15 B. Shop Drawings 16 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 17 Texas including: 18 a. Internal pressure 19 1) Maximum design working pressure 20 2) Surge pressure 21 b. External pressure 22 1) Deflection 23 2) Buckling 24 3) Extreme loading conditions 25 c. Special physical loading such as supports or joint design 26 d. Thermal expansion and/or contraction CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-10 BURIED STEEL PIPE AND FITTINGS Page 10 of 49 1 2. Thrust restraint calculations for all fittings and valves including the restraint length 2 sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths 3 shown in the Drawings. 4 3. Fabrication and lay drawings showing a schematic location with profile and a 5 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 6 Texas and includes: 7 a. Pipe wall thickness 8 b. Joint types 9 c. Fittings 10 d. Outlets 11 e. Thrust Restraint 12 f. Stationing (in accordance with the Drawings) 13 g. Transitions 14 h. Joint deflection 15 i. Interior lining 16 j. Outlet locations for welding, ventilation, and access 17 k. Welding requirements and provisions for thermal stress control 18 I. Contractor's proposed field welding procedure in accordance with AWWA 19 C206 and AWS D1.1 20 C. Certificates and Test Reports 21 1. Prior to Within 30 days of shipment of the pipe, the pipe manufacturer shall 22 submit the following: 23 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 24 complies with AWWA C200, AWWA C205, AWWA C210, AWWA C222 and 25 these Specifications. 26 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. 27 c. Mill certificates, including chemical and physical test results for each heat of 28 steel. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-11 BURIED STEEL PIPE AND FITTINGS Page 11 of 49 1 d. A Certified Test Report from the polyurethane coating manufacturer indicating 2 that the coatings were applied in accordance with manufacturer's 3 requirements and in accordance with this Specification. 4 e. Certified test reports for welder certification for factory and field welds in 5 accordance with AWWA C200, Section 4.11. 6 f. Certified test reports for cement mortar tests. 7 g. Certified test reports for steel cylinder tests. 8 h. Certified test reports for factory welds of fittings from an independent 9 certified welding inspector, not employed by the pipe manufacturer. 10 i. Certified test report for field welds from an independent certified welding 11 inspector, not employed by the pipe manufacturer. 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. Qualifications 16 1. Manufacturers 17 a. Shall be certified under S.P.F.A. or I.5.0. 9001 quality certification program for 18 steel pipe and accessory manufacturing 19 b. Finished pipe shall be the product of 1 manufacturer. 20 c. Pipe and fitting manufacturing operations (pipe, lining and coatings) shall be 21 performed under the control of the manufacturer. 22 d. The pipe manufacturer shall not have less than 5 years successful experience 23 manufacturing pipe, including the lining and coating to AWWA Standards of 24 the particular type and size indicated or demonstrate an experience record 25 that is satisfactory to the Engineer and City. 26 27 28 29 1) This experience record will be thoroughly investigated by the Engineer, and acceptance will be at the sole discretion of the Engineer and City. 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be performed at—l-leeatiee under the control of the manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 14 - 12 BURIED STEEL PIPE AND FITTINGS Page 12 of 49 1 e. Manufacture pipe in accordance with the latest revisions of AWWA C200, 2 AWWA C205, AWWA C210 and AWWA C222. 3 1.10 DELIVERY, STORAGE, AND HANDLING 4 A. Packing 5 1. Prepare pipe for shipment to: 6 a. Afford maximum protection from normal hazard of transportation 7 b. Allow pipe to reach project site in an undamaged condition 8 2. Pipe damaged in shipment shall not be delivered to the project site unless such 9 damaged pipe is properly repaired. 10 3. After the completed pipe and fittings have been removed from the final cure at 11 the manufacturing plant: 12 a. Protect pipe lining from drying by means of plastic end covers banded to the 13 pipe ends. 14 b. Maintain covers over the pipe ends at all times until ready to be installed. 15 c. Moisture shall be maintained inside the pipe by periodic addition of water, as 16 necessary. 17 4. Pipes shall be carefully supported during shipment and storage. 18 a. Pipe, fittings and specials shall be separated so that they do not bear against 19 each other and the whole load shall be securely fastened to prevent 20 movement in transit. 21 b. Ship pipe on padded bunks with tie -down straps approximately over stulling. 22 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means 23 to protect the pipe from damage. 24 d. Each end of each length of pipe, fitting or special and the middle of each pipe 25 joint shall be internally supported and braced with stulls to maintain a true 26 circular shape. 27 28 29 30 1) Internal stulls shall consist of timber or steel firmly wedged and secured so that stulls remain in place during storage, shipment and installation. 2) Pipe shall be rotated so that 1 stull remains vertical during storage, shipment and installation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 14 - 13 BURIED STEEL PIPE AND FITTINGS 1 3) At a minimum, stulls shall be placed at each end and center. 2 3 4 5 6 7 Page 13 of 49 a) Additional stulls may be required depending upon the length of the joints and pipe design. 4) Stulls shall not be removed until backfill operations are complete. installation. 8 B. Delivery, Handling, and Storage 9 1. Once the first shipment of pipe has been delivered to the site, the Engineer and 10 the Contractor shall inspect the pipe's interior coating for excessive cracking. 11 2. If excessive cracking is found, the Contractor shall modify shipping procedures to 12 reduce or eliminate cracking. 13 3. Deliver, handle and store pipe in accordance with the manufacturer's 14 recommendations to protect coating systems. 15 4. Secure and maintain a location to store the material in accordance with Section 01 16 66 00. 17 1.11 FIELD CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS 20 2.1 OWNER -FURNISHED [NOT USED] 21 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 22 A. Manufacturers 23 1. Only the manufacturers as listed by the City's Standard Products List will be 24 considered as shown in Section 0160 00. 25 a. The manufacturer must comply with this Specification and related Sections. 26 2. Any product that is not listed on the Standard Products List is considered a 27 substitution and shall be submitted in accordance with Section 01 25 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 11 14 - 14 BURIED STEEL PIPE AND FITTINGS Page 14 of 49 B. Materials 2 1. General 3 a. Pipe shall be manufactured in accordance with the latest revisions of AWWA 4 C200, AWWA C205, AWWA C210 and AWWA C222. 5 6 7 8 b. All pipe lining material in contact with potable water shall meet the requirements of NSF 61. 2. Exterior Polyurethane Coating a. For Pipe: 9 1) Polyurethane Coating shall be factory applied and meet the requirements 10 of AWWA C222. Use a Coating Standard ASTM D16, Type V system which 11 is a 100 percent solids, 2-component polyurethane (or 2-package 12 polyisocyanate, polyol-cured urethane) coating. Polyurethane shall meet 13 the minimum laboratory testing standards. 14 a) Components shall have balanced viscosities in their liquid state and 15 shall not require agitation during use. 16 b) Conversion to Solids by Volume. 97 percent ± 3 percent 17 c) Temperature Resistance: Minus 40 degrees F and plus 150 degrees F 18 19 d) Minimum Adhesion: 1500 psi, when applied to steel pipe which has been blasted to comply with SSPC SP 10 SSPC SP 5/NACE No. 2 20 (1) Cure Time. For handling in 2-3 minutes at 120 degrees F and full 21 cure within 7 days at 70 degrees F 22 e) Maximum Specific Gravities 23 (1) Polyisocyanate resin, 1.20 24 (2) Polyol resin, 1.15 25 f) Minimum Impact Resistance: 80 inch -pounds using 1-inch diameter 26 steel ball 27 g) Minimum Tensile Strength: 2000 psi 28 h) Hardness: Minimum Durometer hardness of 65 on the Shore D scale 29 in accordance with ASTM D2240 30 i) Flexibility Resistance CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 j) Dry Film Thickness: 35 mils (1) ASTM D522 using 1-inch mandrel (2) Allow coating to cure for 7 days. 33 11 14 - 15 BURIED STEEL PIPE AND FITTINGS (3) Perform testing on test coupons held for 15 minutes at temperature extremes specified above. Page 15 of 49 6 k) Coating shall be a self priming, plural component, 100 percent solids, 7 non -extended polyurethane, suitable for burial or immersion and shall 8 be: 9 10 Industries Ins. 11 (2) Durashield 110, Durashield 210, or Durashield 310 as 12 manufactured by LifeLast, Inc., or 13 (3) Carboline Polygard 777 or 777PL 14 2) The coating manufacturer shall have a minimum of 5 years of experience 15 in the production of this type coating. 16 b. For Specials, Fittings, Repair and Connections 17 1) Provide shop -applied and field -applied coating as follows: 18 19 20 21 22 c) Carboline Polygard 777 or 777PL b) Durashield 110, 210, 310, or Durashield 310 JARS as manufactured by LifeLast, Inc., or 23 d) Properties specified above. 24 e) Mix and apply polyurethane coatings in accordance with the coating 25 manufacturer's recommendations. 26 3. Cement Mortar Linings 27 a. Cement mortar linings shall be shop -applied {plant -spun►. 28 b. Shop -applied cement mortar linings shall conform to the requirements of 29 AWWA C205 with the following modifications: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 331114 -16 BURIED STEEL PIPE AND FITTINGS Page 16 of 49 1) Sand used for cement mortar shall be silica sand ASTM C33 and shall not leach in water. 2) Curing of the linings shall conform to the requirements of AWWA C205. 4 3) Cement mortar linings shall be dense and smooth without bumps, 5 blisters, ridges, or spallmg, to the satisfaction of the Engineer. Lining 6 shall be in intimate contact with steel cylinder and shall not have a 7 drumming sound when tapped 8 4. Gaskets 9 1) Flange gaskets in accordance with AWWA C207. 0-ring gaskets in 10 accordance with AWWA C200. 11 2) Provide Gaskets in accordance with Section 33 11 05. 12 5. Bolts and Nuts 13 a. Flanged Ends 14 15 1) Flange in accordance with AWWA C207. 2) Provide bolts and nuts in accordance with Section 33 1105. 16 6. Flange Coatings 17 a. Flange Coatings in accordance with Section 33 1105. 18 7. Steel shall: 19 a. Meet the requirements of AWWA C200142,000 psi minimum yield strength} 20 b. Be of continuous casting 21 c. Be homogeneous 22 d. Be suitable for field welding 23 e. Be fully killed 24 f. Be fine austenitic grain size 25 8. Bend Fittings 26 a. Fabricate all fittings from hydrostatically tested pipe. 27 b. All bend fittings shall be long radius to permit easy passage of pipeline pigs. 28 All bend fittings shall have a minimum radius of 2.5 times the diameter. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-17 BURIED STEEL PIPE AND FITTINGS Page 17 of 49 1 9. Threaded Outlets 2 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish 3 and install brass bushings for the outlet size indicated. 4 10. Weld Lead Outlets 5 a. Use of threaded outlets for access for weld leads is permitted. 6 b. Additional outlet configurations shall be approved by the Engineer. 7 c. Outlets shall be welded after use and covered with a heat shrink sleeve. 8 11. Mixes 9 a. Mortar for Joints 10 1) Mortar shall be 1 part cement to 2 parts sand. 11 2) Cement shall be ASTM C150 ASTM C595, Type I or II. 12 3) Sand shall be of sharp silica base. 13 a) Sand shall conform to ASTM C144. 14 4) Interior joint mortar shall be mixed with as little water as possible so that 15 the mortar is very stiff, but workable. 16 5) Exterior joint mortar shall be mixed to the consistency of a thick cream. 17 6) Water for cement mortar shall be from a potable water source. 18 7) Mortar for patching shall be as per interior joints. 19 b. Bonding Agent 20 21 22 1) Bonding Agent for Cement Mortar Lining must meet NSF 61, if cement lining is in contact with potable water. 2) Bonding agent for cement mortar lining patching shall be: 23 a) Probond Epoxy Bonding Agent ET-150, parts A and B 24 b) Sikadur 32 Hi -Mod, or 25 c) Approved equal 26 12. Heat Shrink Sleeves for Polyurethane Coated Steel Pipe 27 a. Primer: Provide as recommended by the sleeve manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-18 BURIED STEEL PIPE AND FITTINGS Page 18 of 49 1 b. Filler Mastic: Provide mastic filler as recommended by the heat shrink sleeve 2 manufacturer for all locations which have 1/8", or larger, change in outside 3 diameter. 4 1) Size and type shall be as recommended by the sleeve manufacturer for 5 type of pipe and joint. Filler material shall have a melting point of 500 6 degrees F or higher. Filler shall be Canusa SG79 or Raychem covalence 7 939 filler. 8 c. Joint Coating: Cross -linked polyolefin wrap or sleeve with a mastic sealant, 85 9 mils total thickness, suitable for pipeline operating temperature, sleeve 10 material recovery as recommended by the manufacturer. 11 1) Standard recovery sleeve shall be used for welded or bell and spigot 12 joints. High recovery sleeves shall be provided for flanged and coupling 13 style joints with a minimum of 50 percent recovery. 14 2) Sleeve length shall provide a minimum of 3 inches overlap onto intact pipe 15 coating on each side of the joint. Sleeve shall be a minimum of 17 inches 16 wide. 17 18 3) Width to take into consideration shrinkage of the sleeve due to installation and joint profile 19 d. Heat shrink sleeves shall meet AWWA C216, as manufactured by: 20 1) Canusa CPS: Aqua -Shield AQW — WAB System 21 2) Raychem or Berry CPG — Covalence: Water Wrap - WAB 22 3) Approved equal 23 e. Provide heat shrink sleeve suitable to interior joint welding without damage to 24 heat shrink sleeve. 25 13. Special Coatings in Tunnels and Casings: 26 a. Pipe within a casing or tunnel shall be a mortar coating over the 27 polyurethane coating. The coating shall contain at least two mortar bands at 28 a minimum of two inches thick and thick enough to have a larger outside 29 diameter than the bell (including heat shrink sleeve). The intent of the 30 mortar coating is to allow the pipe to be installed by skidding on rails. The 31 Manufacturer shall design the mortar bands and reinforcement sufficiently 32 to prevent damage to the coating from the installation process. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 C. Performance / Design Criteria 1. Pipe Design 331114-19 BURIED STEEL PIPE AND FITTINGS Page 19 of 49 3 a. Steel pipe shall be designed, manufactured and tested in conformance with 4 AWWA C200, AWWA M11 and these Specifications. 5 b. Sizes and pressure classes (working pressure) shall be as shown below. 6 c. For the purpose of pipe design, the transient pressure plus working pressure 7 shall be as indicated below. 8 9 d. Fittings, specials and connections shall be designed for the same pressures as the adjacent pipe. 10 e. Pipe design shall be based on trench conditions and the design pressure in 11 accordance with AWWA Mll; using the following parameters: 12 1) Unit Weight of Fill (W) = 130 pounds per cubic foot 13 2) Live Load 14 a) = AASHTO HS 20, at all locations except at railroads 15 b) = Cooper E80, at Railroads 16 3) Trench Depth = As indicated in the Drawings 17 4) Deflection Lag Factor (DI) = 1.0 18 5) Coefficient (K) = 0.10 19 6) Maximum Calculated Deflection: 20 a) Dx = 3 percent (for polyurethane coated pipe) 21 b) Dx = 2 percent (for cement mortar coated pipe) 22 7) Soil Reaction Modulus (E) < 1,00-Soil Reaction Modulus (E') < 1,000 23 24 25 8) Working Pressure - 150 psi (Lines A, C, D, E for WS III/WS IV) & 250 psi (Lines B for WS V) 250 psi a) Test Pressure = 26 (1) No less than 1.25 minimum times the stated working pressure 27 312.5 WS V) of the pipeline 28 measured at the highest elevation along the test section. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-20 BURIED STEEL PIPE AND FITTINGS Page 20 of 49 1 (2) No less than 1.5 times the stated working pressure (225 psi 2 375 psi (WS V)) at the lowest 3 elevation of the test section. 4 9) Surge Allowance = 100 psi, minimum 5 6 7 8 9 a) Where Total Pressure (including surge) = 150 p.i + 100 psi - 250 psi lure ur/ terc nn ana m250 psi + 100 psi = 350 psi (WS V). 10) Design pipe for full vacuum conditions without buckling or damage to lining, coating, or pipe Joints. f. Fittings and specials shall be: 10 1) Designed in accordance with AWWA C208 and AWWA M11 except that 11 crotch plates shall be used for outlet reinforcement for all Pressure 12 Diameter Values, PDV, greater than 6,000. 13 14 15 16 17 18 g Where the pipe requires additional external support to achieve the specified maximum deflection the Contractor and -pipe -supplier (with concurrence from the pipe manufacturer) will be required to furnish alternate methods for pipe embedment. 1) No additional compensation will be made to the Contractor by the City where this method is required. 19 h. Trench depths indicated shall be verified after existing utilities are located. 20 1) Vertical alignment changes required because of existing utility or other 21 conflicts shall be accommodated by an appropriate change in pipe design 22 depth. 23 2) In no case shall pipe be installed deeper than its design allows. 24 25 Field fabrication or cutting is not allowed, unless otherwise approved by the City. 26 2. Provisions for Thrust 27 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints. 28 29 1) Thrust at bends adjacent to casing shall be restrained by welding joints through the casing and a sufficient distance each side of the casing. 30 2) The distance for thrust restraint shown on the Drawings is the minimum 31 restraint and does not relieve the manufacturer from calculating the 32 restraint needs as specified herein. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 33 1114 - 21 BURIED STEEL PIPE AND FITTINGS Page 21 of 49 a) In no case shall the restrained distance be less than indicated on the Drawings. 3 b. Restrained joints shall be used a sufficient distance from each side of the 4 bend, tee, plug or other fitting to resist thrust which develops at the design 5 pressure of the pipe. 6 1) At a minimum, all fittings and specials with outlets shall be welded to 7 connecting pipes regardless of if the fittings are indicated to be 8 restrained in the Drawings. 9 10 2) Weld all joints at vertical and horizontal points of inflection regardless of if those locations are indicated to be restrained in the Drawings. 11 c. Restrained joints shall consist of welded joints for flanged joints if shown on 12 the Drawings). 13 d. The length of pipe designed with restrained joints to resist thrust shall be 14 verified by the pipe manufacturer in accordance with AWWA M11 and the 15 following: 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1) The weight of the earth (We) shall be calculated as the weight of the projected soil prism above the pipe, for unsaturated soil conditions 2) Soil Density = 110 130 pounds per cubic foot (maximum value to be used), for unsaturated soil conditions 3) Coefficient of Friction = 0.25 (maximum value to be used for polyurethane coated steel pipe). 4) If indicated on the Drawings and the Geotechnical Borings that ground water is expected, account for reduced soil density. 5) For horizontal bends, the length of pipe to be restrained shall be calculated as follows: Where: P A (1— cos A) f (2We+ We + Ww) A = Deflection angle CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-22 BURIED STEEL PIPE AND FITTINGS Page 22 of 49 1 L = Length of pipe to be restrained on each side 2 P = internal pressure (working pressure plus surge allowance) 3 A = Cross sectional area of pipe steel cylinder I.D. 4 We = Weight of prism of soil over the pipe 5 W2 = Weight of pipe 6 W,v = Weight of water 7 f = Coefficient of friction between pipe and soil 8 3. Inside Diameter 9 a. The inside diameter, including the cement -mortar lining, shall be a minimum 10 of the nominal diameter of the pipe specified, unless otherwise indicated on 11 the Drawings. 12 4. Wall Thickness 13 a. The minimum pipe wall steel thickness shall be as designed, but not less than 14 n_, oo inches for WS tv and 0.25 inches fes `",� . T� 44/1Tor pipe D/240, whichever 15 is greater for pipe and fittings, with no minus tolerance, where D is the 16 nominal inside pipe diameter. Thickness must be sufficient to meet full 17 buried vacuum conditions in all locations. 18 b. Where indicated on the Drawings, pipe and fittings shall have thicker steel 19 pipe wall. 20 c. The minimum steel wall thickness shall also be such that the fiber stress shall 21 not exceed: 22 23 24 25 26 27 1) 50 percent of the minimum yield strength of the steel for working pressure and 2) 75 percent of the minimum yield strength of the steel at the maximum pressure (including transient pressure), nor the following, at the specified working pressure: Pipe Type Maximum Stress at Working Pressure Polyurethane Coated Steel 23,000 psi CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-23 BURIED STEEL PIPE AND FITTINGS Page 23 of 49 Mortar Coated Steel NOT USED 1 2 d. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel 3 thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the 4 nominal pipe diameter. 5 6 7 8 9 10 11 e. Pipe, fittings and specials shall be designed such that the maximum stresses in the pipe due to thrust loading will not exceed 487000 23,000 psi. Send -fittings the follo...:..g m thiGloiess 5. Seams 12 a. Except for mill -type pipe, the piping shall be made from steel plates or coils 13 rolled into cylinders or sections thereof with the longitudinal and girth seams 14 butt welded or shall be spirally formed and butt welded. 15 16 17 1) There shall be not more than 2 longitudinal seams. 2) Girth seams shall be butt welded and shall not be spaced closer than 6 feet except in specials and fittings. 18 6. Joint Length 19 a. Maximum joint length shall not exceed 50 feet. 20 b. Maximum joint length of steel pipe installed in casing shall meethe-^ ^feet 21 requirements -not exceed 25 feet. 22 c. Manufactured random segments of pipe will not be permitted for straight runs 23 of pipe. 24 1) Closing piece segments, however, shall be acceptable. 25 7. Joint Bonds, Insulated Connections and Flange Gaskets 26 a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance 27 with Section 33 04 10. 28 8. Bend Fittings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 33 11 14 - 24 BURIED STEEL PIPE AND FITTINGS Page 24 of 49 a. All bend fittings shall be long radius (minimum 2.5 times the pipe ID} to permit passage of pipeline pigs. Pipe Ends 4 a. Pipe ends shall be: 5 1) Lap welded slip joints 6 2) Butt strap joint 7 3) Flanged joint 8 4) Flexible coupled joint 9 5) Roll groove gasket joint 10 b. Pipe ends shall be welded or harnessed where indicated and as necessary to 11 resist thrust forces. 12 1) Thrust at bends adjacent to casing shall be restrained by welding joints 13 through the casing and a sufficient distance each side of the casing. 14 c. Rubber Gasket Joint 15 1) Rubber gasketed joints (0-ring or Carnegie Joints) will only be allowed for 16 pipe sizes 54-inch diameter and smaller. 17 2) Joints shall conform to AWWA C200 standard. 18 3) The joints shall consist of: 19 a) Bell 20 (1) Flared bell end formed and sized by forcing the pipe or a plug die 21 or by expanding on segmental dies. 22 b) Spigot 23 (1) Rolled spigot or carnegie shaped steel joint ring in accordance 24 with AWWA C200 and as shown as Item A or B in Figure 6-1 of the 25 AWWA M11 Fifth Edition. 26 27 28 29 4) The welded area of bell and spigot pipe ends shall be checked after forming by the dye penetrant or magnetic particle method. 5) The difference in diameter between the interior diameter (I.D.) of the bell and the outer diameter (O.D.) of the spigot shoulder at point of full CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 6 331114 -25 BURIED STEEL PIPE AND FITTINGS Page 25 of 49 engagement with an allowable deflection shall be no more than 0.04 inches as measured on the circumference with a diameter tape. 6) The gasket shall have sufficient volume to approximately fill the area of the groove and shall conform to AWWA C200. 7) The joint shall be suitable for the specified test and/or surge pressure and deflection. 7 8) Joints shall be of clearances such that water tightness shall be provided 8 under all operating and test conditions with a pipe diameter deflection 9 of five percent. 10 9) Joints shall be electrically continuous. 11 d. Lap Welded Slip Joint 12 13 14 1) Lap welded slip joint shall be provided in all locations for pipe larger than 48-inches and where joints are welded for thrust restraint. 2) Lap welded slip joints may be welded from the inside or outside. 15 3) Ends of pipe, fittings and specials for field welded joints shall be prepared 16 with 1 end expanded in order to receive a plain end making a bell and 17 plain end type of joint. 18 19 a) Clearance between the surfaces of lap joints shall not exceedl/8 inch at any point around the periphery. 20 4) In addition to the provisions for a minimum lap of 1A: inches as specified in 21 AWWA C200, the depth of bell shall be such as to provide for a minimum 22 distance of 1 inch between the weld and the nearest tangent of the bell 23 radius when welds are to be located on the inside of the pipe. 24 e. Fittings with Flanges 25 26 27 28 29 30 31 32 1) Flanged joints shall be provided at connections to valves and where indicated on the Drawings. 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral welds ground flush to accommodate the type of flanges provided. 3) Pipe flanges and field welding of flanges to steel pipe shall conform to the requirements of AWWA C207 and AWWA C206. 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent pipe class. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 331114 -26 BURIED STEEL PIPE AND FITTINGS 5) Flanges shall match the fittings or appurtenances which are to be attached. 3 6) Flanges shall be 4 5 areas designated with a 225 test pressure Flanges shall be Class E for 6 working pressure in excess of 150 psi and up to 275 psi in accordance 7 with AWWA C207 and as needed to match appurtenances. Drillings per 8 AWWA C207 or as needed to match valves or equipment Page 26 of 49 9 7) When Isolation Flanges are required by the Drawings, Drillings shall 10 accommodate the required spacing for mylar sleeves according to Section 11 33 04 10. 12 f. Flexible Couplings 13 14 1) Flexible couplings shall be provided where specified on the Drawings. 2) Ends to be joined by flexible couplings shall be: 15 a) Plain -end type, prepared as stipulated in AWWA C200. 16 b) Welds on ends to be joined by couplings shall be ground flush to 17 permit slipping the coupling in at least 1 direction to clear the pipe 18 joint. 19 c) Harness bolts and lugs shall comply with AWWA Mil. 20 g. Butt Strap Closure Joints 21 1) Where necessary to make closure to pipe previously laid, closure joints 22 shall be installed using butt strap joints in accordance with AWWA C206 23 and applicable provisions of this Specification. 24 10. Polyurethane Coating 25 a. Applicator Qualifications 26 1) Equipment shall be certified by the coating manufacturer to meet the 27 requirements for: 28 a) Material mixing 29 b) Temperature control 30 c) Application rate 31 d) Ratio control for multi -part coatings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-27 BURIED STEEL PIPE AND FITTINGS Page 27 of 49 1 2) Equipment not meeting the written requirements of the coating 2 manufacturer shall be rejected for coating application until repairs or 3 replacement of the equipment is made to the satisfaction of the City. 4 3) Personnel responsible for the application of the coating system shall: 5 6 a) Provide certification of attendance at the coating manufacturer's training class within the last 3 years 7 b) Be present during all coating application work and shall have 8 responsibility for controlling all aspects of the coating application 9 b. Surface Preparation 10 1) Remove visible oil, grease, dirt and contamination in accordance with SSPC 11 SP 1. 12 2) Remove surface imperfections such as metal slivers, burrs, weld splatter, 13 gouges or delaminations in the metal by filing or grinding prior to abrasive 14 surface preparation. 15 3) In cold weather or when moisture collects on the pipe and the 16 temperature of the pipe is less than 45 degrees F, preheat pipe to a 17 temperature between 45 and 90 degrees F and 5 degrees F above dew 18 point. 19 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to 20 produce the surface preparation cleanliness as required by coating 21 manufacturer and as specified. 22 23 a) Recycled abrasive shall be cleaned of debris and spent abrasive in an air wash separator. 24 5) Blast media mixture and gradation shall be adequate to achieve a sharp 25 angular surface profile as required by coating manufacturer and to the 26 minimum depth specified. 27 6) Protect prepared pipe from humidity, moisture and rain. 28 7) Keep pipe clean, dry and free of flash rust. 29 30 31 32 a) Remove all flash rust, imperfections or contamination on cleaned pipe surface by reblasting prior to primer application. 8) Complete priming and coating of pipe in a continuous operation the same day as surface preparation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-28 BURIED STEEL PIPE AND FITTINGS Page 28 of 49 1 9) Abrasive blast exterior surfaces in accordance with SSPC SP 10/NACE No. 2 2 SSPC SP 5; to a near white metal blast cleaning with a minimum 3.0 mil 3 angular profile in bare steel. 4 c. Equipment 5 6 7 1) 2-component, heated airless spray unit in accordance with coating manufacturer's recommendation d. Temperature 8 1) Minimum 5 degrees F above dew point temperature 9 a) The temperature of the surface shall not be less than 60 degrees F 10 during application. 11 e. Humidity 12 1) Heating of pipe surfaces may be required to meet requirements of this 13 Section if relative humidity exceeds 80 percent. 14 f. Resin 15 1) Do not thin or mix resins; use as received. 16 2) Store resins at a temperature recommended by the coating manufacturer. 17 g. Application 18 19 20 1) Applicator shall be certified by the coating manufacturer and conform to coating manufacturer's recommendations. a) Thinning is not permitted. 21 2) Apply directly to pipe to achieve a total dry film thickness (DFT) of 35 mils. 22 23 3) Multiple -pass, 1 coat application process is permitted provided maximum allowable recoat time specified by coating manufacturer is not exceeded. 24 4) Provide cutbacks in accordance with coating manufacturer's 25 recommendations as appropriate for the type of joint and heat shrink 26 sleeve to be used. 27 h. Recoating 28 29 1) Recoat only when coating has cured less than maximum time specified by coating manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 6 7 33 1114 - 29 BURIED STEEL PIPE AND FITTINGS Page 29 of 49 2) When coating has cured for more than recoat time, brush -blast or thoroughly sand the surface. 3) Blow -off cleaning using clean, dry, high pressure compressed air. Curing 1) Do not handle pipe until coating has been allowed to cure, per manufacturer's recommendations. 11. Joint Primer for Holdback 8 a. Prime coating and lining holdback area per manufacturer's recommendation 9 appropriate for field welding. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL 12 A. Marking for Identification 13 1. For each joint of pipe and each fitting, plainly mark on 1 end: 14 a. Class for which it is designated 15 b. Date of manufacturer 16 c. Identification number 17 d. Top centerlines shall be marked on all specials 18 B. Factory Testing 19 1. Cement Mortar Lining - Shop -applied cement mortar linings shall be tested in 20 accordance with AWWA C205. 21 2. Polyurethane Coating - The polyurethane coating shall be tested in accordance 22 with AWWA C222. 23 a. Thickness: Test thickness of coating in accordance with SSPC PA 2. 24 1) Test coating system applied to the pipe for holidays according to the 25 procedures outlined in NACE SP0188 using a high voltage spark tester 26 (operating at 100 volts per mil), for the dry film thickness (DFT) specified 27 of 35 mil. 28 b. Adhesion Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 33 1114 - 30 BURIED STEEL PIPE AND FITTINGS Page 30 of 49 1) Polyurethane coatings or linings shall have an adhesion to steel of 1,500 pounds per square inch, minimum. 3 2) Test polyurethane coating adhesion to steel substrates using pneumatic 4 pull off equipment, such as HATE Model 108 or Delfesko Positest, in 5 accordance with ASTM D4541 and AWWA C222, except as modified in this 6 Section. 7 3) Adhesion testing records shall include: 8 a) Pipe identification 9 b) Surface tested (interior or exterior) 10 c) Surface temperature 11 d) Coating thickness 12 e) Tensile force applied 13 f) Mode of failure 14 g) Percentage of substrate failure relative of dolly surface 15 16 17 18 19 20 21 22 23 4) Glue dollies for adhesion testing to the coating surface and allowed to cure for a minimum of 12 hours. a) Because of high cohesive strength, score polyurethane coatings around the dolly prior to conducting the adhesion test. 5) Failure shall be by adhesive and cohesive failure only. a) Adhesive failure is defined as separation of the coating from the steel substrate. b) Cohesive failure is defined as failure within the coating, resulting in coating remaining both on the steel substrate and dolly. 24 6) Retest partial adhesion and glue failure if the substrate failure is less than 25 50 percent relative of the dolly surface area and the applied tension was 26 less than the specified adhesion. 27 28 29 30 7) Glue failures in excess of the minimum required tensile adhesion are accepted as meeting the specified adhesion requirements. 8) Conduct, accept and reject adhesion tests on polyurethane pipe coating and lining independently (where applicable). CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 1114 - 31 BURIED STEEL PIPE AND FITTINGS Page 31 of 49 1 9) Frequency of adhesion testing in accordance with AWWA C222. 2 10) Randomly select repair patches on the polyurethane coating for adhesion 3 testing in a manner as described herein and at the discretion of the 4 coating inspector conducting the adhesion tests. 5 6 7 8 a) Adhesion of repairs shall be as specified by the coating manufacturer for the type of repair. C. Manufacturer's Technician for Pipe Installation 1. Pipe Manufacturer's Representative 9 a. If required by the Engineer or requested by the Contractor during 10 construction, the pipe manufacturer shall furnish the services of a factory 11 trained, qualified, job experienced technician to advise and instruct as 12 necessary in pipe laying and pipe jointing. 13 1) The technician shall assist and advise the Contractor in his pipe laying 14 operations and shall instruct construction personnel in proper joint 15 assembly and joint inspection procedures. 16 2) The technician is not required to be on -site full time; however, the 17 technician shall be regularly on -site during the first 2 weeks of pipe laying 18 and thereafter as requested by the Engineer, City or Contractor. 19 2. Polyurethane Coating Manufacturer's Representative 20 a. The pipe manufacturer shall provide services of polyurethane coating 21 manufacturer's representative and a representative from the heat shrink joint 22 manufacturer for a period of not less than 3 days at beginning of actual pipe 23 laying operations to advise Contractor and City regarding installation, including 24 but not limited to: 25 1) Handling and storage 26 2) Cleaning and inspecting 27 3) Coating repairs 28 4) Field applied coating 29 5) Heat shrink installation procedures 30 6) General construction methods and how they may affect pipe coating CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114 -32 BURIED STEEL PIPE AND FITTINGS Page 32 of 49 1 b. Representative shall be required to return if, in the opinion of the Engineer, 2 the polyurethane coating or the Contractor's construction methods do not 3 comply with Contract Specifications. 4 1) Cost for the manufacturer's representatives to return to the site shall be at 5 no additional cost to the City. 6 D. Hydrostatic Pressure Testing 7 1. Perform hydrostatic pressure testing in accordance with AWWA C200. 8 2. Hydrostatically test each joint of pipe prior to application of lining or coating. 9 a. The internal test pressure shall be that which results in a fiber stress equal to 10 75 percent of the minimum yield strength of the steel used. 11 b. Each joint of pipe tested shall be completely watertight under maximum test 12 pressure. 13 c. Test pressure shall be held for sufficient time to observe the weld seams. 14 d. Maintain a recording pressure gauge, reference number of pipe tested, etc. 15 16 1) The pipe shall be numbered in order that this information can be recorded. 17 e. Fittings shall be fabricated from hydrostatically tested pipe. All welds on 18 fittings shall be tested by hydrostatic test, ultrasonic test, air test, or 19 magnetic particle test Air test shall be made by applying air to the welds at 20 10 pounds per square inch pressure and checking for leaks around and 21 through welds with a soap solution. In addition, 5 percent of welds on 22 fittings shall be checked with x ray or ultrasonic testing by an independent 23 certified welding inspector paid for by the Pipe Manufacturer. 24 Test fitting byt 25 a. Hydrostatic -test 26 b. nna cic 27 c. ultrasonic 28 d. Radiography 29 e. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 E. City Testing and Inspection 2 3 33 11 14 - 33 BURIED STEEL PIPE AND FITTINGS Page 33 of 49 1. Pipe may be subject to inspection at the manufacturer's facility by an independent testing laboratory, which laboratory shall be selected and retained by the City. 4 a. Representatives of the City, City's laboratory, or the Engineer shall have access 5 to the work whenever it is in preparation or progress. 6 b. Pipe manufacturer shall provide proper facilities for access and for inspection. 7 c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior 8 to the pipe fabrication so that the City may advise the manufacturer as to the 9 City's decision regarding tests to be performed by an independent testing 10 laboratory. 11 d. Material, fabricated parts and pipe, which are discovered to be defective, or 12 which do not conform to the requirements of this Specification shall be 13 subject to rejection at any time prior to City's final acceptance of the product. 14 2. The inspection and testing by the independent testing laboratory anticipates that 15 production of pipe shall be done over a normal period of time and without "slow 16 downs" or other abnormal delays. 17 a. The pipe manufacturer shall coordinate their manufacturing schedule with the 18 Contractor and advise the Contractor of any changes in the schedule. 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION [NOT USED] 23 3.4 INSTALLATION 24 A. General 25 1. Install steel pipe, fittings, specials and appurtenances as specified herein, as 26 specified in AWWA M11, in accordance with theiiipe-manurat-turegs 27 fesommendations AWWA C604 and as required for the proper functioning of the 28 completed pipe line. 29 2. Lay pipe to the lines and grades as indicated in the Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-34 BURIED STEEL PIPE AND FITTINGS Page 34 of 49 1 3. Excavate, embed and backfill trenches in accordance with Section 33 05 10. 2 4. For installation of carrier pipe within casing, see Section 33 05 24. 3 S. Inspect and test each joint for holidays just prior to pipe being lowered into the 4 ditch. 5 a. All damaged areas and holidays are to be repaired before the pipe is lowered 6 into the trench. 7 6. Place and consolidate embedment and backfill prior to removing pipe stulls. 8 7. Maximum allowable pipe deflection is limited to: 9 a. 2 percent for mortar coated steel pipe 10 b. 3 percent for polyurethane coated steel pipe 11 8. Install bonds at all pipe joints, except for welded joints or insulated joints. 12 B. Pipe Handling 13 1. Haul and distribute pipe and fittings at the project site. 14 2. Handle pipe with care to avoid damage. 15 16 17 a. Pipe shall be handled at all times with sufficient a minimum of two non- abrasive slings, belts or other equipment designed to prevent damage to the coating or lining. 18 b. The spacing of pipe supports required to handle the pipe shall be adequate to 19 prevent cracking or damage to the lining or coating. For joints exceeding 40 20 feet, a spreader bar shall be used. 21 c. Inspect each joint of pipe and reject or repair any damaged pipe prior to 22 lowering into the trench. 23 d. The equipment shall be kept in such repair that its continued use is not 24 injurious to the coating. 25 e. Do not lay pipe in wet conditions. 26 3. At the close of each operating day: 27 a. Keep the pipe clean and free of debris, dirt, animals and trash —during and 28 after the laying operation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114 -35 BURIED STEEL PIPE AND FITTINGS Page 35 of 49 1 b. Effectively seal the open end of the pipe using a gasketed night cap. 2 C. Line Up at Bends 3 1. Line up pipe for joining so as to prevent damage thereto. 4 a. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign 5 matter, rust and scale before placing spigot into bell. 6 7 8 9 2. Where abrupt changes in grade and direction occur, employ special shop fabricated fittings for the purpose. a. Field cutting the ends of the steel pipe to accomplish angular changes in grade or direction of the line shall not be permitted. 10 3. Over -stabbed joins shall not be acceptable. A joint shall be considered over- 11 stabbed if the stabbed section is greater than the manufacturer's 12 recommendation All over -stabbed joints shall be re -stabbed but -strapped or 13 welded. 14 D. Pipe Laying 15 1. Rubber Gasket Joints 16 a. Join rubber gasket joints in accordance with the manufacturer's 17 recommendations. 18 b. Clean bell and spigot of foreign material. 19 c. Lubricate gaskets and bell and relieve gasket tension around the perimeter of 20 the pipe. 21 d. Engage spigot as far as possible in bell. Use iomt spacers to prevent over- 22 stabbing the bell. 23 e. Joint deflection or pull shall not exceed the manufacturer's recommendation. 24 f. Check gasket with feeler gauge all around the pipe. 25 26 g• In areas of petroleum hydrocarbon soil contamination, install special Neoprene gaskets or approved equal. 27 2. Welded Joints 28 a. Weld joints in accordance with AWWA C206. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 6 7 331114-36 BURIED STEEL PIPE AND FITTINGS Page 36 of 49 1) Contractor shall provide adequate ventilation for welders and for City's representative to observe welds. 2) Welds shall be full circle fillet welds, unless otherwise specified. 3) Welding shall be completed after application of field applied joint coating if weld after backfill is used. b. Adequate provisions for reducing temperature stresses shall be the responsibility of the Contractor. 8 c. After the pipe has been joined and properly aligned and prior to the start of 9 the welding procedure: 10 11 12 1) The spigot and bell shall be made essentially concentric by shimming or tacking to obtain clearance tolerance around the periphery of the joint. 2) In no case shall the clearance tolerance be permitted to accumulate. 13 d. Before welding: 14 1) Thoroughly clean pipe ends. 15 2) Weld pipe by machine or by the manual shielded electric arc process. 16 3) Welding shall be performed so as not to damage lining or coating. 17 4) Cover the polyurethane coating as necessary to protect from weld 18 splatter. 19 e. Furnish labor, equipment, tools and supplies, including shielded type welding 20 rod. 21 1) Protect welding rod from any deterioration prior to its use. 22 2) If any portion of a box or carton is damaged, reject the entire box or 23 carton. 24 f. Hand Welding 25 1) The metal shall be deposited in successive layers. 26 2) Not more than 1/8 inch of metal shall be deposited in each pass. 27 3) Each pass except the final 1, whether in butt or fillet welds, shall be 28 thoroughly bobbed or peened to relieve shrinkage stresses and to remove 29 dirt, slag or flux before the succeeding bead is applied. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114 -37 BURIED STEEL PIPE AND FITTINGS Page 37 of 49 1 4) Each pass shall be thoroughly fused into the plates at each side of the 2 welding groove or fillet and shall not be permitted to pile up in the center 3 of the weld. 4 5) Undercutting along the side shall not be permitted. 5 g. Welds shall be free from pin holes, non-metallic inclusions, air pockets, 6 undercutting and/or any other defects. 7 h. If the ends of the pipe are laminated, split or damaged to the extent that 8 satisfactory welding contact cannot be obtained, remove the pipe from the 9 line. 10 i. Furnish each welder employed with a steel stencil for marking the welds, so 11 that the work of each welder may be identified. 12 13 14 15 j• Have each welder stencil the pipe adjacent to the weld with the stencil assigned to him. 1) In the event any welder leaves the job, his stencil shall be voided and not duplicated if another welder is employed. 16 k. Welders 17 1) Use only competent, skilled and qualified workmen. 18 a) Each welder employed by the Contractor shall be required to 19 satisfactorily pass a welding test in accordance with AWWA C206 20 before being allowed to weld on the line. 21 22 23 24 b) After each welder has qualified in the preliminary tests referred to above, inspections shall be made of joints in the line. c) Any welder making defective welds shall not be allowed to continue to weld. 25 E. Interior Joint Grouting 26 1. Upon completion of backfilling of the pipe trench, clean out dirt or trash which has 27 collected in the joint and moisten the concrete surfaces of the joint space by 28 spraying or brushing with a wet brush. 29 2. Fill the inside of the joint recess with a stiff cement mortar. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-38 BURIED STEEL PIPE AND FITTINGS Page 38 of 49 1 3. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots 2 are required, apply a bonding agent to mortar and steel surface prior to placing 3 joint mortar. 4 5 6 7 4. Ram or pack the stiff mortar into the joint space and take extreme care to ensure that no voids remain in the joint space. 5. After the joint has been filled, level the surfaces of the joint mortar with the interior surfaces of the pipe with a steel trowel so that the surface is smooth. 8 6. Interior joints of pipe 24 inch and smaller shall have the bell buttered with mortar, 9 prior to inserting the spigot, such that when the spigot is pushed into position it 10 will extrude surplus mortar from the joint. 11 a. The surplus mortar shall be struck off flush with the inside of the pipe by 12 pulling a filled burlap bag or inflated ball through the pipe with a rope. 13 F. Exterior Joint Protection 14 1. Heat Shrink Sleeves 15 a. General 16 17 18 19 20 21 1) Buried pipe joints shall be field coated after pipe assembly in accordance with AWWA C216, using Heat Shrink Sleeves. 2) Width of heat shrink sleeve shall be sufficient to overlap the polyurethane coating by a minimum of 3 inches. 3) Overlapping of 2 or more heat shrink sleeves to achieve the necessary width will not be permitted. 22 b. Installation 23 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 24 other foreign contaminates with a wire brush in accordance with 25 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 26 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 27 28 a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. 29 2) Remove all loose or damaged pipe coating at joint and either repair the 30 coating as specified herein or increase the length of the joint coating, 31 where reasonable and practical. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 1114 - 39 BURIED STEEL PIPE AND FITTINGS Page 39 of 49 1 3) Complete joint bonding of non -welded pipe joints before application of 2 joint coating. 3 4) Joint bonds shall be low profile bonds and all gaps and crevices around the 4 bonds shall be filled with mastic sealant. 5 5) Store sleeves in shipping box until use is required. 6 a) Keep dry and sheltered from exposure to direct sunlight. 7 b) Store off the ground or concrete floors and maintain at a temperature 8 between 60 degrees F and 100 degrees F as recommended by the 9 sleeve manufacturer. 10 11 12 13 14 15 16 17 6) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve application. 7) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as recommended by the sleeve manufacturer. a) Monitor pipe temperature using a surface temperature gauge, infrared thermometer or color changing crayons. b) Protect preheated pipe from rain, snow, frost or moisture with tenting or shields and do not permit the joint to cool. 18 8) Prime joint with specified primer and fill all cracks, crevices and gaps with 19 mastic filler in accordance with the manufacturer's recommendations for 20 the full circumference of the pipe. 21 9) Apply heat shrink sleeve when it is at a minimum temperature or 60 22 degrees F and while maintaining the pipe temperature above the preheat 23 temperature specified. 24 10) Apply sleeve in accordance with the manufacturer's instructions and 25 center the sleeve over the joint to provide a minimum of 3-inch overlay 26 onto the existing pipe coating. 27 11) Apply heat to the sleeve using either propane fire infrared heaters or wrap 28 around heaters. 29 a) Hold flame a minimum of 6 inches from the sleeve surface. 30 b) Periodically roll the coating on the pipe surface. 31 c) Heat from the center of the sleeve to the outer edge until properly 32 seated, then begin in the opposite direction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 331114-40 BURIED STEEL PIPE AND FITTINGS d) Monitor sleeve for color change, where appropriate, or with appropriate temperature gauges. e) Take care not to excessively heat the parent coating. Page 40 of 49 4 12) Completed joint sleeve shall be fully bonded to the pipe and existing 5 coating surface, without voids, mastic beading shall be visible along the 6 full circumference of the sleeve, and there shall be no wrinkling or 7 excessive burns on the sleeves. 8 9 10 11 12 a) Sleeves which do not meet these requirements shall be removed and the joint recoated as directed by the Engineer. b) Minor repairs may be repaired using heat shrink sleeve repair kits. 13) Allow the sleeve to cool before moving, handling or backfilling. In hot climates, provide shading from direct sunlight. 13 a) Water quenching will be allowed only when permitted by the sleeve 14 manufacturer. 15 G. Protective Welded Joints Coating System — Weld After Backfill 16 1. General 17 a. Application of protective coating at the pipe joints will be as follows: 18 19 20 21 22 23 24 25 26 27 1) Apply a 3-layef joint coating system consisting of a factory applied 35 mil polyurethane coating 2) A field applied 60 mil by 6-inch wide strip of CANUSA HCO Wrapid Tape heat resistant tape at the location of the welding 3) A field applied 110 mil (full recovered thickness) by 18 inch wide CANUSA AquaWrap high shrink heat shrinkable joint sleeve 4) In lieu of the CANUSA sleeve, contractor may use a single sleeve Berry CPG-Covalence: Water wrap WAB. 5) After the heat shrinkable joint sleeve is installed, backfill the trench and then weld the joint. 28 b. The Contractor is responsible for his operations so that they do not damage 29 the factory applied coating system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 1114 - 41 BURIED STEEL PIPE AND FITTINGS Page 41 of 49 1 c. When applying the 34ayerjoint coating system for post welding the joints, the 2 Contractor must show that his operation will not damage the joint coating 3 system to the Engineer's satisfaction. 4 d. The Contractor will be required to fully uncover a maximum of 10 joints, 5 selected at random by the Engineer or City to visually inspect and test the joint 6 after welding. Any damage must be repaired. 7 1) If the Contractor's welding procedure damages the 3-layer joint coating 8 system, the Contractor, at the direction of the Engineer, will be required 9 to modify his welding procedure. 10 2. Joint Coating j-3-laver3 11 a. Apply 3-laver Joint Coating System before Welding the Joint 12 b. Pipe Manufacturing and Heat Tape 13 14 1) A 35-mil thickness polyurethane coating shall be applied over entire length of pipe. 15 2) The Contractor shall field apply 60-mil thick by 6-inch wide strip of 16 CANUSA NCO Wrapid Tape heat resistant tape to the exterior bell end of 17 the pipe, centered on the location of the welding, over a 35 mil factory 18 applied polyurethane coating. 19 c. Surface Preparation and Installation for Heat Shrinkable Joint Sleeve 20 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 21 other foreign contaminates with a wire brush in accordance with 22 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 23 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 24 25 a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. 26 2) Remove all loose or damaged pipe coating at joint and either repair the 27 coating as specified herein or increase the length of the joint coating, 28 where reasonable and practical. 29 3) Complete joint bonding of pipe joints before application of joint coating. 30 31 a) Joint bonds shall be low profile bonds and all gaps and crevices around the bonds shall be filled with mastic sealant. 32 4) Store sleeves in shipping box until use is required. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-42 BURIED STEEL PIPE AND FITTINGS Page 42 of 49 1 a) Keep dry and sheltered from exposure to direct sunlight. 2 b) Store off the ground or concrete floors and maintain at a temperature 3 between 60 degrees F and 100 degrees F as recommended by the 4 sleeve manufacturer. 5 6 7 8 9 10 11 12 5) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve application. 6) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as recommended by the sleeve manufacturer. a) Monitor pipe temperature using a surface temperature gauge, infrared thermometer or color changing crayons. b) Protect preheated pipe from rain, snow, frost or moisture with tenting or shields and do not permit the joint to cool. 13 7) Prime joint with specified primer and fill all cracks, crevices, and gaps with 14 mastic filler in accordance with the manufacturer's recommendations for 15 the full circumference of the pipe. 16 8) Apply heat shrink sleeve when it is at a minimum temperature or 60 17 degrees F and while maintaining the pipe temperature above the preheat 18 temperature specified. 19 a) Apply sleeve in accordance with the manufacturer's instructions and 20 center the sleeve over the joint to provide a minimum of 3-inch 21 overlay onto the existing pipe coating. 22 9) Apply heat to the sleeve using either propane fire infrared heaters or wrap 23 around heaters. 24 a) Hold flame a minimum of 6 inches from the sleeve surface. 25 b) Periodically roll the coating on the pipe surface. 26 c) Heat from the center of the sleeve to the outer edge until properly 27 seated, then begin in the opposite direction. 28 d) Take care not to excessively heat the parent coating. 29 30 31 32 e) Monitor sleeve for color change, where appropriate, or with appropriate temperature gauges. 10) Completed joint sleeve shall be fully bonded to the pipe and existing coating surface, without voids, mastic beading shall be visible along the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South W estside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114 -43 BURIED STEEL PIPE AND FITTINGS Page 43 of 49 1 full circumference of the sleeve, and there shall be no wrinkling or 2 excessive burns on the sleeves. 3 a) Sleeves which do not meet these requirements shall be removed and 4 the joint recoated as directed by the Engineer. 5 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 6 11) Allow the sleeve to cool before moving, handling or backfilling. 7 a) In hot climates, provide shading from direct sunlight. 8 b) Water quenching will be allowed only when permitted by the sleeve 9 manufacturer. 10 12) Holiday testing shall be performed using a high voltage holiday tester 11 (operating at 100 volts per mil) at each joint after field application of heat 12 shrinkable joint sleeve per SP0188. 13 a) If any holidays or cuts are detected, the sleeve shall be repaired using 14 the heat shrink sleeve manufacturer's recommendation. 15 b) The damaged area shall be covered with a minimum of 50-mm overlap 16 around the damaged area. 17 H. Protection of Buried Metal 18 1. Coat buried ferrous metal such as bolts and flanges, which cannot be protected 19 with factory or field -applied polyurethane coatings or heat shrink sleeves, with 2 20 wraps of wax tape and encase in flowable fill. 21 3.5 REPAIR 22 A. Repair and Field Touchup of Polyurethane Coating 23 1. For repair and field touch-up of polyurethane coating, apply: 24 a. 25 b. Lifelast Durasheild 110, 210, 310 or 310 JARS 26 c. ITW Futura Coatings Protec II, or Carboline 777 or 777PL 27 d. Coating manufacturer's recommendation 28 2. Holidays CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-44 BURIED STEEL PIPE AND FITTINGS Page 44 of 49 1 a. Remove all traces of oil, grease, dust, dirt and other debris. 2 b. Roughen area to be patched by sanding with rough grade sandpaper (40 grit). 3 c. Apply a 35-mil coat of repair material described above. 4 d. Work repair material into scratched surface by brushing or rolling in 5 accordance with manufacturer's recommendations. 6 e. Retest for Holiday. 7 3. Field Cuts or Large Damage 8 a. If in the opinion of the City the polyurethane coating is excessively damaged, 9 the pipe segment will be rejected until the coating system is removed and 10 replaced so that the system is in a like -new condition. 11 b. Remove burrs from field cut ends or handling damage and smooth out edge of 12 polyurethane coating. 13 c. Remove all traces of oil, grease, dust, dirt and other debris. 14 d. Roughen area to be patched with rough grade sandpaper (40 grit). 15 e. Feather edges and include overlap of 2 inches of roughened polyurethane in 16 area to be patched. 17 f. Apply a 35-mil coat of repair material described above, in accordance with 18 manufacturer's recommendations. 19 g. Work repair material into scratched surface by brushing. 20 h. Feather edges of repair material into prepared surface. 21 i. Cover at least 1 inch of roughed area surrounding damage or adjacent to field 22 cut. 23 j. Test repairs for holidays. 24 B. Patch of Cement Mortar Lining 25 1. Repair cracks larger than 1/16 inch. 26 2. Pipes with disbonded linings will be rejected. 27 3. Excessive patching of lining shall not be permitted. 28 4. Repair in accordance with AWWA C205 and as follows: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 33 1114 - 45 BURIED STEEL PIPE AND FITTINGS Page 45 of 49 a. Apply bonding agent to patch area. b. Patching of lining shall be allowed where area to be repaired does not exceed 100 square inches and has no dimension greater than 12 inches. 4 c. In general, there shall be not more than 1 patch in the lining of any joint of 5 pipe. 6 5. Wherever necessary to patch the pipe, make the patch with the mortar indicated. 7 6. Do not install patched pipe until the patch has been properly and adequately 8 cured, unless approved by the City. 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. Quality Control of Field Applied Polyurethane Coating 13 a. Surface Preparation 14 1) Visually inspect surface preparation to ensure cleanliness and dryness 15 requirements have been met. 16 17 18 2) Use Testex tape on at least 1 joint per day to ensure that adequate profile is being achieved. b. Visual 19 1) Visually inspect cured coating to ensure that the coating is completely 20 cured with no blisters, cracks, pinholes, missed areas, excessive roughness, 21 "sticky" or "gooey" areas. 22 2) Check to ensure that the coating completely covers the steel and existing 23 coating. 24 c. Thickness 25 1) Use a magnetic dry film thickness (DFT) gauge on cured coating to ensure 26 adequate thickness has been achieved according to SSPC PA 2. 27 a) If the thickness of the coating is below the minimum specified millage 28 anywhere along the length of the pipe, then adjustments must be 29 made to the spray system to correct the problem. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 331114-46 BURIED STEEL PIPE AND FITTINGS Page 46 of 49 2) At a minimum, the thickness shall be measured for every 50 square feet of sprayed area. d. Adhesion 4 1) Perform the following procedure on a minimum of 1 joint per day: 5 6 7 8 a) Select area to test that has cured for at least 1 hour for fast setting coatings. b) Test and repair in accordance with AWWA C222 Dolly Pull -off Test. e. Holiday Testing 9 1) Holiday testing shall be performed using a high voltage holiday tester at 10 each joint no sooner than 1 hour after field application of polyurethane 11 coating. 12 f. Inspection at Welding Joints 13 1) When applying the 3 layer joint coating system for post welding the joints, 14 the Contractor must show that his operation will not damage the joint 15 coating system to the Engineer's satisfaction. 16 2) The Contractor will be required to fully uncover a maximum of 10 joints, 17 selected at random by the Engineer or City to visually inspect and test the 18 joint after welding. 19 3) Any damage must be repaired. 20 4) If the Contractor's welding procedure damages the 3 layer joint coating 21 system, the Contractor, at the direction of the Engineer, will be required 22 to modify his welding procedure. 23 2. Weld Testing 24 a. Dye penetrant tests in accordance with ASTM E165, or magnetic particle test 25 in accordance with AWWA C206 and set forth in AWS D.1.1. shall be 26 performed by the Contractor under the supervision and inspection of the 27 City's Representative or an independent testing laboratory, on all full welded 28 joints. 29 30 31 32 1) Welds that are defective will be replaced or repaired, whichever is deemed necessary by the Engineer, at the Contractor's expense. 2) If the Contractor disagrees with the Engineer's interpretation of welding tests, test sections may be cut from the joint for physical testing. The CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 2 3 4 5 33 1114 - 47 BURIED STEEL PIPE AND FITTINGS Page 47 of 49 Contractor shall bear the expense of repairing the joint, regardless of the results of physical testing. 3) The procedure for repairing the joint shall be approved by the Engineer before proceeding. 3. Deflection Testing 6 a. Prior to hydrostatic testing, the City's inspector shall perform deflection 7 testing at a minimum rate eft Fn asurement far every 2,500 lin r feet of 8 water-lm''^^ and per the requirements as indicated below. 9 1) Complete internal welding of joins, welding inspections and grout of the 10 inside joints prior to measure deflection. The welding inspections shall 11 be done by an independent CWI. 12 2) Measure deflection in the presence of the City. 13 14 a) Replace or repair defective welds as deemed necessary by the City, at the Contractor's expense. 15 b) Measurement method used to determine deflection shall be agreed 16 upon in writing amongst the City, Contractor and Engineer prior to 17 installing the first joint of pipe. 18 c) Record and document all measurements. 19 d) Measure deflection no sooner than 5 days and no later than 30 days 20 after backfilling operations are complete. 21 3) Determine deflection with vertical measurements taken at the locations 22 indicated below. Locations where vertical measurements are taken shall 23 be clearly marked on the interior of the pipe. 24 25 a) Pipe joints 36 feet in length or less: vertical measurements shall be taken at two locations, 'A distance from each pipe end. 26 b) Pipe joints exceeding 36 feet: vertical measurements shall be taken 27 at 3 locations including 'A distance from each pipe end and at the 28 pipe midpoint. 29 4) Correction of Pipe Not Complying with Deflection Requirements 30 a) If the average joint deflection of a single joint, or any single 31 measurement, fails to meet specifications, the entire joint shall be 32 re -worked in accordance with the manufacturer's recommendations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 331114-48 BURIED STEEL PIPE AND FITTINGS Page 48 of 49 1 and as directed by the City at no additional cost to the City This may 2 include uncovering the pipe, re -compaction of the pipe bedding, and 3 repair of the coating It is the Contractor's responsibility to 4 continuously measure and calculate pipe deflection to verify it meets 5 specification. 6 b) All costs associated with measuring the pipe deflection and any 7 repairs or rework associated with meeting these requirements shall 8 be borne by the Contractor. 9 5) Pipe Deflection Reports 10 a) Submit monthly reports as Record Data showing allowable 11 deflection, 1.5 times allowable deflection, the deflection 12 measurements, and calculated average deflection for each location 13 measured per ioint for each joint of pipe 14 b) Contractor shall verify that the nominal pipe diameter mees 15 specifications at all measured locations. Contractor shall coordinate 16 pipe replacement with the pipe manufacturer for any pipe not 17 meeting the specified internal diameter. 18 6) Average allowable pipe deflection shall not exceed 2% for polyurethane 19 coated pipe. In no case shall individual measurement exceed 3% for 20 polvurethan coated pipe. These measurements include the allowable 21 tolerance for lining thickness variation. Additionally, flat spots or pipe 22 with damaged lining shall be repaired. 23 b. City may reject any areas not meeting the deflection requirements of this 24 Specification. 25 4. Cleaning and Testing 26 a. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 27 mains: 28 29 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological test the water main as specified in Section 33 04 40. 30 5. Closed Circuit Television (CCTV) Inspection 31 a. Provide a Post -CCTV Inspection for water lines 24-inch and larger in 32 accordance with Section 33 01 31. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 331114-49 BURIED STEEL PIPE AND FITTINGS Page 49 of 49 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.8.4, 5, and 6—Added reference to Section 3311 05 and removed material specification for bolts, nuts, gaskets and flange coating 10/27/2022 H. Looney 1.9.A.1.d.2 — Replace section 2 to allow manufacturers to perform operations under the control of the manufacturer 2.2.B.2.a.1.d — Replace reference of SSPC 10 with SSPC 5 2.2.C.1.e.7— Replace 1,00 with 1,000 2.2.C.1.e.8— Replace working pressure with 250 psi, test pressure at highest elevation 312.5 psi, and test pressure at lowest elevation 375 psi. 2.2.C.1.e.8.a — Replace total pressure with 350 psi CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 1, 2022 South Westside V Transmission Main City Project No. 103428-2 Addendum No. 3 33 12 20 - 1 RESILIENT SEATED (WEDGE) GATE VALVE Page 1 of9 1 SECTION 33 12 20 2 RESILIENT SEATED (WEDGE) GATE VALVE 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Resilient Seated (Wedge) Gate Valves 4-inch through 48-inch for use with potable 7 water mains 8 a. 24-inch and larger valves may require an integral bypass 9 2. Gate valves larger than 24-inches may be approved by the City on a case -by -case 10 basis. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 15 Contract 16 2. Division 1 — General Requirements 17 3. Section 33 11 05 — Bolts, Nuts, and Gaskets 18 4. Section 33 1 110 — Ductile Iron Pipe 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Gate Valve 22 a. Measurement 23 1) Measurement for this Item shall be per each. 24 b. Payment 25 I) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each "Gate Valve" installed 27 for: 28 a) Various sizes 29 c. The price bid shall include: 30 1) Furnishing and installing Gate Valves with connections as specified in the 31 Drawings 32 2) Valve box 33 3) Extension 34 4) Extensions for valves in vaults 35 5) Valve vault and appurtenances (for 16-inch and larger gate valves) 36 6) Petrolatum tape for connections to steel flanges 37 7) 2-inch risers (for 16-inch and larger gate valves) 38 8) Isolation kits when installed with flanged connections 39 9) Polyethylene encasement 40 10) Pavement removal 41 11) Excavation 42 12) Hauling 43 13) Disposal of excess material CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Wesfside V Transmission Main City Project No. 103428-2 331220-2 RESILIENT SEATED (WEDGE) GATE. VALVE Page 2 of9 1 14) Furnishing, placement and compaction of embedment 2 15) Furnishing, placement and compaction of backfill 3 16) Clean-up 4 17) Cleaning 5 18) Disinfection 6 19) Testing 7 2. Cut -in Gate Valve 8 a. Measurement 9 1) Measurement for this Item shall be per each. 10 b. Payment 11 1) The work performed and the materials furnished in accordance with this 12 Item shall be paid for at the unit price bid per each "Cut -in Gate Valve" 13 installed for: 14 a) Various sizes 15 c. The price bid shall include: 16 1) Furnishing and installing Gate Valves with connections as specified in the 17 Drawings 18 2) System dewatering 19 3) Connections to existing pipe materials 20 4) Valve box 21 5) Extension 22 6) Extensions for valves in vaults 23 7) Valve vault and appurtenances (for 16-inch and larger gate valves) 24 8) Petrolatum tape for connections to steel flanges 25 9) 2-inch risers (for I6-inch and larger gate valves) 26 10) Isolation kits when installed with flanged connections 27 II) Valve vault and appurtenances (for 16-inch and larger gate valves) 28 12) Polyethylene encasement 29 13) Pavement removal 30 14) Excavation 31 15) Hauling 32 16) Disposal of excess material 33 17) Furnishing, placement and compaction of embedment 34 18) Furnishing, placement and compaction of backfill 35 19) Clean-up 36 20) Cleaning 37 21) Disinfection 38 22) Testing 39 1.3 REFERENCES 40 A. Abbreviations and Acronyms 41 1. NRS — Non Rising Stem 42 2. OS&Y — Outside Screw and Yoke 43 13. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 33 I220-3 RESILIENT SEATED (WEDGE) GATE VALVE Page 3 of9 1 I. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. American Association of State Highway and Transportation Officials (AASHTO). 5 3. American Society of Mechanical Engineers (ASME): 6 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125, and 250). 7 4. American Iron and Steel Institute (AISI). 8 5. ASTM International (ASTM): 9 a. A48, Standard Specification for Gray Iron Castings. 10 b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 11 c. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 12 Tensile Strength. 13 d. A536, Standard Specification for Ductile Iron Castings. 14 e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 15 f. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 16 Steel. 17 6. American Water Works Association (AWWA): 18 a. C509, Resilient -Seated Gate Valves for Water Supply Service. 19 b. C515, Reduced -Wall, Resilient -Seated Gate Valves for Water Supply Service. 20 c. C550, Protective Interior Coatings for Valves and Hydrants. 21 d. C900, Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 IN 22 through 12 IN, for Water Transmission and Distribution. 23 7. American Water Works Association/American National Standards Institute 24 (AWWA/ANSI): 25 a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 26 b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 27 Fittings. 28 c. CI 15/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 29 Threaded Flanges. 30 8. NSF International (NSF): 31 a. 61, Drinking Water System Components - Health Effects. 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 01 33 00. 35 B. Alt submittals shall be approved by the City prior to delivery. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Product Data 38 I. Resilient Seated (Wedge) Gate Valve noting the pressure rating and coating system 39 supplied, including: 40 a. Dimensions, weights, material list, and detailed drawings 41 b. Joint type 42 c. Maximum torque recommended by the manufacturer for the valve size 43 2. Polyethylene encasement and tape CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 331220-4 RESILIENT SEATED (WEDGE) GATE VALVE Page 4 of 9 1 a. Whether the film is linear low,density or high density cross linked polyethylene 2 b. The thickness of the film provided 3 3. Thrust Restraint, if required by contract Documents 4 a. Retainer glands 5 b. Thrust harnesses 6 c. Any other means 7 4. Instructions for field repair of fusion bonded epoxy coating 8 5. Gaskets 9 B. Certificates 10 1. Furnish an affidavit certifying that all Resilient Seated (Wedge) Gate Valves meet 11 the provisions of' this Section, each valve meets Specifications, all inspections have 12 been made and that all tests have been performed in accordance with AWWA C509 13 or AWWA C515. 14 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B l 17. 15 3. Furnish affidavit that Resilient Seated (Wedge) Gate Valve manufacturer has five 16 years experience manufacturing Resilient Seated Gate Valves of similar service and 17 size with experience record, 18 4. Furnish affidavit that Resilient Seated (Wedge) Gate Valve manufacturer owns or 19 controls any foreign factory/foundry that supplies valve casings and can certify that 20 the Resilient Seated (Wedge) Gate Valve manufacturer is in control of quality 21 control at the foreign factory/foundry. 22 1.7 CLOSEOUT SUBMITTALS [NOT USED) 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED[ 24 1.9 QUALITY ASSURANCE 25 A. Qualifications 26 1. Manufacturers 27 a. Valves 16-inch and larger shall be the product of 1 manufacturer for each 28 project. 29 1) Change orders, specials and field changes may be provided by a different 30 manufacturer upon City approval. 31 b. For valves less than 16-inch, valves of each size shall be the product of 1 32 manufacturer, unless approved by the City. 33 1) Change orders, specials and field changes may be provided by a different 34 manufacturer upon City approval. 35 c. Valves shall meet or exceed AWWA C509 or AWWA C515. 36 d. For valves equipped with a bypass, the bypass valve must be of the same 37 manufacturer as the main valve. 38 c. Resilient Seated Gate Valves shall be new. 39 f. Resilient Seated Gate Valve Manufacturer shall not have less than 5 years of 40 successful experience manufacturing of Resilient Seated Gate Valves of similar 41 service and size, and indicated or demonstrate an experience record that is 42 satisfactory to the Engineer and City. This experience record will be thoroughly CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Weslside V Transmission Main City Project No. 103428-2 331220-5 RESILIENT SEATED (WEDGE) GATE VALVE Page 5 of 9 1 investigated by the Engineer, and acceptance will be at the sole discretion of the 2 Engineer and City. 3 g. Casings for Resilient Seated Gate Valve, such as valve body, wedge, and 4 bypass; that arc not manufactured within the United States of America, shall be 5 manufactured by factories/foundries that are owned or controlled (partial 6 ownership) such that the Resilient Seated Gate Valve Manufacturer can control 7 and guarantee quality at the foreign factory/foundry. 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Storage and Handling Requirements 10 1. Protect all parts so that no damage or deterioration will occur during a prolonged 11 delay from the time of shipment until installation is completed and the units and 12 equipment are ready for operation. 13 2. Protect all equipment and parts against any damage during a prolonged period at the 14 site. 15 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 16 strongly built and securely bolted thereto. 17 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 18 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or 19 extremes in temperature. 20 6. Secure and maintain a location to store the material in accordance with Section 01 21 66 00. 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY 24 A. Manufacturer Warranty 25 1. Manufacturer's Warranty shall be in accordance with Division 1. 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [011] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 29 A. Manufacturers 30 1. Only the manufacturers as listed on the City's Standard Products List will be 31 considered as shown in Section 01 60 00. 32 a. The manufacturer must comply with this Specification and related Sections. 33 2. Any product that is not listed on the Standard Products List is considered a 34 substitution and shall be submitted in accordance with Section 01 25 00. 35 B. Description 36 1. Regulatory Requirements 37 a. Valves shall be new and meet or exceed AWWA C509 or AWWA C515 and 38 shall meet or exceed the requirements of this Specification. 39 b. All valve components in contact with potable water shalt conform to the 40 requirements of NSF 61. 41 C. Materials 42 1. Valve Body 43 a. Valve body: ductile iron per ASTM A536 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 331220-6 RESILIENT SEATED (WEDGE) GATE VALVE Page 6 of 9 1 b. Flanged ends: Furnish in accordance with AWWA/ANSI C 115/A21.15. 2 c. Mechanical Joints: Furnish with outlets which conform to AWWA/ANSI 3 CIII/A21.1I. 4 d. Valve interior and exterior surfaces: fusion bonded epoxy coated, minimum 5 5 mils, meeting AWWA C550 requirements 6 e. Buried valves: Provide with polyethylene encasement in accordance with 7 AW WA/ANSI C 105/A21.5. 8 1) Polyethylene encasement: Furnish in accordance with Section 33 II10. 9 2. Wedge (Gate) 10 a, Resilient wedge: rated at 250 psig cold water working pressure 11 b. The wedge (gate) for all valve sizes shall be I piece, fully encapsulated with a 12 permanently bonded EPDM rubber. 13 3. Bypass 14 a. For gate valves using a double roller, track and scrapper system, an integrally 15 cast bypass on the body of the valve is required. 16 1) Orient the bypass on the same side of the gate valve as the spur gear to 17 allow operation of both valves from the manhole opening. 18 , 2) The bypass shall be a minimum 4-inch in size. 19 4. Gate Valve Bolts and Nuts 20 a. Bonnet, Stuffing Box and Gear Box - Hex head bolt, and hex nut: Steel ASTM 21 A307 Gr. B, Zinc Plate per ASTM B633, SC3 for non -buried service (4-inch 22 through 12-inch valves) or as specified in 2.2.C.4.b. 23 b. Hex head bolt and hex nut: AISI 304 stainless steel for buried service (all 24 sizes) and for valves 16-inch through 36-inch (non -buried service) 25 5. Bolts and Nuts 26 a. Mechanical Joints 27 a) Provide bolts and nuts in accordance with Section 33 11 05. 28 b. Flanged Ends 29 I) Meet requirements of AWWA CI 15 or AWWA C207 depending on pipe 30 material. 31 2) Provide bolts and nuts in accordance with Section 33 1105. 32 3) Flanged isolation kits shall be provided when connecting to buried steel or 33 concrete pressure pipe. Kits shall conform to Section 33 04 10. 34 6. Joints 35 a. Valves: flanged, or mechanical -Joint or any combination of these as specified 36 on the Drawings or in the project Specifications 37 I) Flanged -Joints: AWWA/ANSI CI15/A2 t.15, ASME B I6.I, Class 125 38 a) Flange bolt circles and bolt holes shall match those of ASME B I6.I, 39 Class 125. 40 b) Field fabricated flanges are prohibited. 41 2) Steel or concrete pressure pipe 42 a) Use flange -joints unless otherwise specified in the Contract 43 Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 331220-7 RESILIENT SEATED (WEDGE) GATE VALVE Pagel of 1 3) Ductile Iron or PVC pressure pipe 2 a) Use mechanical joints with mechanically restrained retainer glands 3 unless otherwise specified in the Contract Documents. 4 7. Operating Nuts 5 a. Supply for buried service valves 6 b. 1-15/16-inch square at the top, 2-inch at the base, and 1-3/4-inch high 7 c. Cast an arrow showing the direction of opening with the word "OPEN" on the 8 operating nut base. 9 d. To open, the operating nut shall be turned to the RIGHT (CLOCKWISE) 10 direction. Nut shall be painted red per AWWA specifications 11 e. Connect the operating nut to the shaft with a shear pin that prevents the nut 12 from transferring torque to that shaft or the gear box that exceeds the 13 manufacturer's recommended torque. 14 f. Furnish handwheel operators for non -buried service, or when shown in the 15 Drawings. 16 8. Gearing 17 a. Gate valves that are 24 inch and larger: Equip with a spur gear. 18 b. Bevel gears for horizontally mounted valves are not allowed. 19 c. The spur gear shall be designed and supplied by the manufacturer of the valve 20 as an integral part of the gate valve. 21 9. Gaskets 22 a. Provide gaskets in accordance with Section 33 11 05. 23 2.3 ACCESSORIES 24 A. Alt gate valves shall have the following accessories provided as part of the gate valve 25 installation: 26 1. A keyed solid extension stem of sufficient length to bring the operating nut up to 27 within 1 foot of the surface of the ground, when the operating nut on the gate valve 28 is 3 feet or more beneath the surface of the ground. Extension Stems ate. 29 a. Not required on City stock orders 30 b. Not to be bolted or attached to the valve -operating nut 31 c. To be of cold rolled steel with a cross -sectional area of 1 square inch, fitting 32 loosely enough to allow deflection 33 2. Furnish joint components such as gaskets, glands, lubricant, bolts, and nuts in 34 sufficient quantity for assembly of each joint. 35 3. Cast Iron Valve Boxes: provide for buried service gate valves, cast iron valve 36 boxes and covers 37 a. Each valve box for 4-inch through 12-inch valves shall be 2-piece, 5 1/4-inch 38 shafts, screw type, consisting of a top section and a bottom section. 39 b. Valve boxes shall be as listed in the City of Fort Worth Standard Products List 40 in attached in Section 01 60 00. 41 c. Valve box covers shall be so designed that they can be easily removed to 42 provide access to valve operating nut. CITY OF FORT WORTI STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 331220-8 RESILIENT SEATED (WEDGE) GATE VALVE Page 8 of 9 1 d. Valve box covers must be designed to stay in position and resist damage under 2 AASHTO HS 20 traffic loads. 3 e. Each cover shall be tasted with the word "WATER" or "RECLAIMED" in 4 raised letters on the upper surface. 5 f. Cast iron valve boxes and covers shall conform to ASTM A48, Class 35B. 6 1) Valve box covers shall be round for potable water applications and square 7 for reclaimed water applications. 8 g. Box extension material shall be AWWA C900 PVC or ductile iron. 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION [NOT USED] 14 3.4 INSTALLATION 15 A. General 16 1. All valves shall be installed in vertical position when utilized in normal pipeline 17 installation. 18 2. Valves shall be placed at line and grade as indicated on the Drawings. 19 3. Polyethylene encasement installation shall be in accordance with Section 33 1110. 20 3.5 REPAIR/RESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD loR[ SITE QUALITY CONTROL 23 A. Field Inspections 24 1. Before acceptance of the installed valve, the City Field Operations Staff shall have 25 the opportunity to operate the valve. 26 2. The City shall be given the opportunity to inspect all buried flanges before they are 27 covered. 28 3. The Operator will be assessing the ease of access to the operating nut within the 29 valve box and ease of operating the valve from a fully closed to fully opened 30 position. 31 4. If access and operation of the valve meet the City's criteria, then the valve will be 32 accepted as installed. 33 B. Non -Conforming Work 34 I. If access and operation of the valve or its appurtenances does not meet the City's 35 criteria, the Contractor will remedy the situation until it meets the City's criteria, at 36 the Contractor's expense. 37 3.8 SYSTEM STARTUP [NOT USED] 38 3.9 ADJUSTING [NOT USED] 39 3.10 CLEANING [NOT USED] 40 3.11 CLOSEOUT ACTIVITIES [NOT USED] 41 3.12 PROTECTION [NOT USED] 42 3.13 MAINTENANCE [NOT USED] 43 3.14 ATTACHMENTS [NOT USED] 44 CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 1 END OF SECTION 2 3 33 12 20 -9 RESILIENT SEATED (WEDGE) GATE VALVE Page 9 of 9 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 U. Johnson I. LA — Modified acceptable size range and added requirement for bypass in 30-inch gate valves, Blue text added for exceptions 1.2 Measurement and Payment -- Added Cut -In Gate Valve I.2.A. Lc and I.2.A.2.c — added additional items to be included in price bid 1.6.A — removed requirement for product data for bolts and nuts because it is to be included under Section 33 11 05. I.9.A.1 — Added requirement for bypass valve manufacturing 2.2.C. — Added requirement for 30-inch gate valves to have a bypass and bypass material requirements; Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets; Added requirement for flanged isolation kits; Added restraint requirements for mechanical joint connections with ductile iron or PVC pressure pipe. 2.3.3 — Modified acceptable cast iron from Class 40 to Class 35B; Added requirements for reclaimed water applications 6/24/2014 D. Townsend I.1.A.2 Revision - Gate valves larger than 24-inches may be approved by the City on a case -by -case basis 1.6.13.3 Added Section. Requires Affidavit for 5 years of experience in manufacturing RS Gate valves of similar size and type. 1.6.B.4 Added Section — Requires Affidavit on Gate Valve manufacturers ownership in foreign factories/foundries providing components to certify on -site quality control. 1.9.A. Lf Added Section. Requirement for 5 years of experience in manufacturing RS Gate valves of similar size and type. 1.9.A.1.g Added Section. Requirement for Gate Valve manufacturers ownership (or control) in foreign factories/foundries providing components to certify on -site quality control 5/6/2015 D. Townsend I.I.A.I Revised maximum allowable Resilient Seated (Wedge) Gate Valve from 30-inch to 48-inch 1.1.A.l.a Revised minimum size gate valve requiring bypass from 30-inch to 24- inch. 2.2.C.3. Changed requirement for an integrally cast bypass from 30-inch and above resilient seated gate valves to all double roller, track and scrapper system resilient seated gale valves 2.2.C.3.2 Added the minimum size bypass shall be 4-inches. 2.2.C.7.d Added that nut shall be painted red per AWWA specifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised May 6, 2015 South Westside V Transmission Main City Project No. 103428-2 33 I221-I AWWA Rubber -Seated Butterfly Valves Page 1 or I I SECTION 33 12 21 AWWA RUBBER -SEATED BUTTERFLY VALVES PARTI- GENERAL 1.1 SUMMARY A. Section Includes: 1. AWWA Rubber -Seated Butterfly Valves 30-inch through 72-inch for transmission, distribution system and plant applications (buried or above ground installation) as shown on the Standard Products List. 2. Butterfly valves smaller than 30-inches may be approved by the City on a case -by - case basis. 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 03 30 00 — Cast -In -Place Concrete 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 5. Section 33 05 16 — Concrete Water Vaults 6. Section 33 1 1 05 — Bolts, Nuts, and Gaskets 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment I. Measurement a. Measurement for this Item shall be per each. 2. Payment a. 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 bid per each "AWWA Butterfly Valve" installed for: I) Various sizes 3. The price bid shall include: a. Furnishing and installing AWWA Butterfly Valves as specified in the Drawings b. AWWA Butterfly Valve vault and appurtenances c. Pavement removal d. Excavation e. Hauling f. Disposal of excess material g. Furnishing, placing and compaction of embedment h. Furnishing, placing and compaction of backfill i. Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 - 2 AWWA Rubber -Seated Butterfly Valves Page 2 or l l J. Cleaning k. Disinfection 1. Testing 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. American National Standards Institute (ANSI): a. B 1.1, Unified Inch Screw Thread Series 3. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 4. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A242, Standard Specification for High -Strength Low -Alloy Structural Steel, c. A536, Standard Specification for Ductile Iron Castings. d. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 5. American Water Works Association/American National Standards Institute (AWWA/ANSI): a. C11 I/A2I.I I, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 6. American Water Works Association (AWWA): a. C504, Rubbcr-Scated Butterfly Valves. b. C550, Protective Interior Coatings for Valves and Hydrants. 7. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 8. Society for Protective Coatings/NACE International (SSPC/NACE): a. SP 10/NACE No. 2, Near -White Blast Cleaning. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals 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. Product Data 1. Rubber -Seated Butterfly Valves stating: a. Material b. Valve and Actuator Coating System c. Working pressure rating d. Test pressure rating e. Valve classification f. Valve Seat Type and bonding method to disc or body g. Valve -port diameter CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 - 3 AWWA Rubber -Seated Butterfly Valves Page ofll h. Valve Torque required i. Actuator Type and maximum torque j. Total net assembled weight k. Valve operator and extension stems 1. Opening direction 2. Confirm valve seat type for specific project application with the City prior to ordering Rubber -Seated Butterfly Valve. B. Shop Drawings 1. For below grade applications: a. Cast -in -place concrete vault in accordance with shop drawing requirements set forth in Section 03 30 00. b. Vault appurtenances in accordance with shop drawing requirements set forth in Section 33 05 16. C. Certifications 1. Furnish an affidavit certifying that all AWWA Rubber -Seated Butterfly Valves meet the provisions of this Specification and have been hydrostatically tested at the factory and meet the requirements of AWWA C504. 2. Furnish an affidavit certifying that the coating for all AWWA Rubber -Seated Butterfly Valves meets the provisions of this Specification and meets the requirements of AWWA C504. 3. Furnish affidavit that AWWA Rubber -Seated Butterfly Valve manufacturer owns or controls any foreign factory/foundry that supplies valve casings and can certify that the Resilient Seated (Wedge) Gate Valve manufacturer is in control of quality control at the foreign factory/foundry. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS A. Operation and Maintenance Manual I. Furnish Operation and Maintenance Manual in accordance with Division 1. 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Rubber -Seated Butterfly Valves and manual actuators of the same size shall be the product of 1 manufacturer for each project. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. b. Rubber -Seated Butterfly Valves shall be in conformance with AWWA C504. c. Casings for Rubber -Seated Butterfly Valves; that are not manufactured within the United States of America, shall be manufactured by factories/foundries that are owned or controlled (partial ownership) such that the Rubber -Seated Butterfly Valve Manufacturer can control and guarantee quality at the foreign factory/foundry. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 -4 A\VWA Rubber -Seated Butterfly Valves Page of11 d. Worm -gear type actuator meeting the requirements of this specification shall be: 1) Rotork Gears IW Series AWWA C504 & C5PV-3 Quarter -turn Worm Gear Operator, 2) AUWA GS Part -Turn Gearbox, 3) Limitorque NBC Worn Gearbox series 4) EIM WO series for non-burier applications or WB series for direct -buried applications 5) Or Engineer approved equal 2. The AWWA Rubber -Seated Butterfly Valve shall be the product of a manufacturer regularly engaged in the manufacturing of AWWA Rubber -Seated Butterfly Valves having similar service and size. 3. Unit Responsibility a. All equipment specified under this Section is to be furnished by the valve manufacturer who shall be responsible for the adequacy and compatibility of all unit components including, but not limited to, the valve, actuator and extension stems. b. Any component of each complete unit not provided by the valve manufacturer shall be designed, fabricated, tested and installed by factory -authorized representatives experienced in the design and manufacture of the equipment. I) This includes, but is not limited to, coordination of the torque required to properly operate the valve. 2) This does not relieve the Contractor of the overall responsibility for this portion of the work. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements I. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division I. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 - 5 AWWA Rubber -Seated Butterfly Valves Page 5 of 11 PART2- PRODUCTS 2.1 OWNER -FURNISHED loR) OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers I. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related sections. 2. Any product that is not listed on the Standard Product List or listed in this specification is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Description 1. Regulatory Requirements a. AWWA Rubber -Seated Butterfly Valves shall be new and meet or exceed the latest revisions of AWWA C504 and shall meet or exceed the requirements of this Specification. b. All AWWA Rubber -Seated Butterfly Valve components in contact with potable water shall conform to the requirements of NSF 61. C. Materials 1. Valve Body a. Valve bodies shall be of ductile iron per ASTM A536 Grade 65-45-12 or fabricated steel ASTM A36. b. Valve bodies shall be short body type. 2. Joints a. Flange end valves shall be: 1) Class 125 Standard flanged ends faced 2) Drilled per ASME B 16.1 standard for cast iron flanges 3) Flanges shall be designed for the test pressure of the valve. b. Mechanical Joint end valves shall meet the requirements of AWWA/ANSI C111/A2Lll. c. Flanged ends shall be used with Steel or Concrete Cylinder pipe unless otherwise noted in the Contract Documents. 1) Flange isolation kits shall be provided in accordance with Section 33 04 10. d. Flanged ends shall be provided unless otherwise noted in the Contract Documents. 3. Bolts and Nuts a. Flanged Ends 1) Meet requirements of AWWA C115 or AWWA C207 depending on pipe material 2) Provide bolts and nuts in accordance with Section 33 11 05. b. Tapped Bolts 1) Butterfly Valve manufacturer to provide tapped bolts with ANSI B1.1 UNC thread. 4. Gaskets CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 - 6 AWWA Rubber -Seated Butterfly Valves Page of II I) Provide gaskets in accordance with Section 33 11 05. 5. Discs a. Discs shall be ductile iron ASTM A536 Grade or fabricated steel ASTM A36. 1) Disc and shaft connection shall be made with tapered pins of either monel or stainless steel 6. Valve Shaft a. Valve shaft shall be: I) Type 304 stainless steel or equal 2) I -piece unit or stub -shaft type a) Stub shaft shall be inserted into the valve disc hubs for distance of 1 times shaft diameter 3) Minimum diameter per AWWA C504 4) Horizontal orientation 7. Shaft Seals a. Valve shaft seals shall be self -compensating V-type packing with a minimum of 4 sealing rings. b. Design shall allow adjustment or replacement without removing the valve shaft. 8. Valve Bearings a. Valve shaft bearings shall be non-metallic and pekmanently lubricated. 9. Valve Seat a. Scats on Body (for transmission projects only) I) The seat shall be a Buna-N or EPDM for water and shall be molded in and bonded to the valve body. 2) Provide a 360 degree continuous, uninterrupted seating surface. 3) Field adjustable around the full 360 degrees circumference and replaceable without dismantling the actuator, disc or shaft and without removing the valve from the line. 4) The scat shall be retained in the valve body by mechanical means without retaining rings, segments, screws or hardware of any kind in the flow stream. 5) The seat shall contain an integral shaft seal protecting the valve bearings and packing from any line debris. 6) Rubber seats shall be field adjustable and replaceable. b. Seats on Disc (for transmission DI water facility) I) The seat shall be a Buna-N of EPDM for water and shall be molded in and bonded to the disc. 2) Resilient seats shall be located on the valve disc and shall provide a 360 degree continuous, uninterrupted seating surface. 3) Seats shall be mechanically retained with a stainless steel retaining ring and stainless steel cap screws which shall pass through both the resilient seat and the retaining ring. 4) The resilient seat's mating surface shall be to a 360 degree continuous uninterrupted stainless steel body seat ring. 5) Rubber seats shall be field adjustable and replaceable. 10. Performance / Design Criteria a. Valve Classification shall be Class 250B CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 - 7 AWWA Rubber -Seated Butterfly Valves Page 7 of 11 D. Finishes 1. Unless otherwise specified in the Contract Documents, exterior and interior metallic surfaces of each valve shall be shop fusion bonded epoxy coated meeting per the latest revision of AWWA C550. 2. Painting and Coatings a. All surfaces of the valve shall be clean, dry and free from grease before applying paint or coating. b. The valve interior and exterior surfaces, except for the seating surfaces, shall be provided with the manufacturer's standard coating or as specified in the Contract Documents. c. All internal exposed surfaces that arc susceptible to corrosion shall be coated with a Polymide cured, rust inhibiting epoxy. d. Surfaces to be coated shall be prepared and sand -blasted per SSPC SP 10/NACE No. 2. e. Final coating thickness shall be 16 mils minimum. £ All surfaces shall be inspected for proper dry film thickness using a magnetic dry film thickness gauge. g. Tests for invisible holidays shall be conducted using a low voltage, wet sponge holiday or leak detector. E. Marking for Identification 1. For each Rubber -Seated Butterfly Valve, clearly mark with the following information: a. Valve size b. Class for which it is designated c. Name of manufacturer d. Date of manufacturer 2.3 ACCESSORIES A. Rubber -Seated Butterfly Valves shall have the following accessories provided as part of the valve installation: 1. Below grade Rubber -Seated Butterfly Valves shall be placed within a concrete vault in accordance with Section 03 30 00, or as shown on the Drawings. All vault appurtenances shall be in accordance with Section 33 05 16. 2. Manual Actuators a. Valves shall be provided with manual actuators, unless otherwise specified in the Drawings. b. Valves shall be opened by turning the actuator clockwise and close counter clockwise. c. Manual actuators shall be fully greased, packed and have adjustable stops in the open and closed position. 1) The actuator shall have a adjustable mechanical stop which will withstand an input torque of 450 foot-pounds against the stop. 2) The actuator shall have a built in packing leak bypass to eliminate possible packing leakage into the actuator housing. d. Butterfly valves in a vault shall be furnished with a 2-inch operating nut. CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103928-2 33 12 21 - 8 AWWA Rubber -Seated Butterfly Valves Page of 11 1) The actuator shall be placed in a vault as indicated on the Drawings and have extension to the top of the vault. e. Butterfly valves in plant, pump station or tank service applications located above ground shall be provided with a 16 inch minimum diameter handwheel operator. 1) Handwheels shall be painted red. f. Valve Position Indicator 1) Provide position indicator with mechanical dial indicator as follows: a) Highly visible b) Containing "Open" and "Closed" legend at the end of a 90 degree arc c) Pointer to show the disc position (Closed-0 degree and Open-90 degree) d) Arc graduated in degrees g. Actuator shall be worm -gear type, as follows: 1) Worm gear manual operator shall comply fully with AWWA C504, latest edition. 2) Worm gear drive sleeve and worm shaft shall be of solid, 1-piece design; bolted segments or pinned worms will not be acceptable. Drive sleeve shall include an integral spline to accept a removable bottom -entry spline bushing for valve shaft connection. 3) If required for torque purposes, spur gear reducers may be provided for increased torque outputs and to reduce handwheel diameter. Worm gear operator shall include handwheel with maximum 80 pound rim pull or a 2- inch AWWA Nut with a maximum 150 ft. Ibs required input torque 4) Materials of Construction a) Housing: Ductile Iron b) Drive sleeve: Bronze c) Worm: Alloy steel with splined input drive connection d) Bearings: Heavy duty tapered roller bearings c) Finish: Thermostatically Applied Polyester Powdercoat t) Fasteners: Stainless steel 5) Manual gears shall be capable of being field retrofit with an electric motor operator in the future without major modifications. a) With spur gear removed, splined worm gear input shaft and motor adapter flange shall be easily added to accept a multi -turn "torque - only" electric valve actuator. (1) Supplier shall include the Number of Turns required to complete on Open -to -Close stroke in the Equipment Submittal. 3. Extension Stem a. Keyed solid extension stem of sufficient length to bring the operating nut up to within 1 foot of the surface of the ground, when the operating nut on the valve is 3 feet or more beneath the surface of the ground I) Not required for City stock orders. 2) Extension stems shall not be bolted or attached to the valve -operating nut, 3) Extension stems shall be of cold rolled steel with a cross -sectional area of 1 square inch, fitting loosely enough to allow deflection. 4. 2-inch Taps CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 331221-9 A W WA Rubber -Seated Butterfly Valves Page 9 of 11 a. Provide two 2-inch taps on each side of the valve, 12 inches from the valve body. 1) Taps shall be C.C. thread with flare, with insulated adaptor kit. 2) Provide copper riser between corporation stop and curb stop. 3) Install curb stop 12 inches from the vault top a) Reachable by hand from the vault lid 5. Joint components such as gaskets, glands, lubricant, bolts and nuts, shall be furnished in sufficient quantity for assembly of each Joint. 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Each valve shall be shop tested for leaks in the closed position with the valve horizontal. a. The upper surface of the valve disc shall be visible and covered with a pool of water at 0 psi pressure. b. Air pressure equivalent to the design rating of the valve shall be applied to the lower face of the disc for at least 5 minutes with no indication of leakage (i.e. bubbles in the water pool) during the test period. 2. The valve body shall be hydrostatically tested at twice the rated pressure for 10 minutes with the valve in the slightly open position. a. During this test, there shall be no leakage or seeping through the valve body, weld or valve trunnions. PART3- EXECUTION 3.1 INSTALLERS INOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. All Rubber -Seated Butterfly Valves shall be installed in accordance with the instructions of the manufacturer and as shown on the Drawings. 2. For buried applications, Rubber -Seated Butterfly Valves shall be placed in a concrete vault and installed in accordance with Section 03 30 00. All vault appurtenances shall be installed in accordance with Section 33 05 16. 3. All excavations shall be backfilled in accordance with Section 33 05 10. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD Ion" SITE QUALITY CONTROL A. Field Inspections 1. Before acceptance of the installed Rubber -Seated Butterfly Valve, the City Field Operations and/or Production Staff shall have the opportunity to operate the valve. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 33 12 21 - 10 AWWA Rubber -Seated Butterfly Valves Page 10 of l l a. The operator will be assessing the ease of access to the operating nut within the valve box and ease of operating the valve from a fully closed to fully opened position. b. If access and operation of the Rubber -Seated Butterfly Valve meet the City's criteria, then the valve will be accepted as installed. B. Non -Conforming Work 1. If access and operation of the valve or its appurtenances does not meet the City's criteria, the Contractor will remedy the situation until it meets the City's criteria, at the Contractor's expense. 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 CCIY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 331221 -11 AWWA Rubber -Seated Butterfly Valves Pagel I of ll Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.1.A — Acceptable size range was modified to include butterfly vales from 36-inches to 72-inches; Blue text included for exceptions 2.2.C.3 and 4 — Added Section 33 1105 reference and removed material specification for bolts, nuts and gaskets. Added material specification for tapped bolts. Modified Vault and Appurtenance Specifications throughout 6/24/2014 D. Townsend I.I.A Acceptable size range was modified to include butterfly vales from 30-inches to 72-inches; Blue text included for exceptions I.6.C.3 Added Section. Affidavit required that manufacturer owns/control foreign factory/foundry that supplies valve castings 1.9.A. Lc Added Section. Requirement that manufacturer owns/control foreign factory/foundry that supplies valve castings I.9.A.I .d Added Section. Acceptable worm gear type actuators, 2.2.A.2. Added Clarification. Accepted product can be listed in this specification 2.3.A.2.g. 3&4. Format Change. Added Item 4 to Item 3. 2.3.AQ.2.g.3. Addition:' or 2-inch AWWA Nut with a maximum 150 ft Ibs required input torque 2.3.2.g Changed Item 4.a to Item 4 2.3.A.2.0 & 2.3.A.2.c.1 Modification. Manual actuator to have adjustable stops 04/23/2019 Walter Norwood 1.LA previously referenced "...as specified herein and shown on the Drawings." and was updated to reflect "...as shown on the Standard Products List." CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 23, 2019 South Westside V Transmission Main City Project No. 103428-2 331225-1 CONNECTION TO EXISTING WATER MAINS Page 1 of8 SECTION 33 12 25 CONNECTION TO EXISTING WATER MAINS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Connection to existing water mains to include, but not limited to: a. Cutting in a tee for a branch connection b. Extending from an existing water main c. Installing a tapping sleeve and valve 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 04 40 — Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backlit' 5. Section 33 05 30 — Location of Existing Utilities 6. Section 33 11 05 — Bolts, Nuts, and Gaskets 7. Section 33 11 10 — Ductile Iron Pipe 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Connection to an existing unpressurized Fort Worth Water Distribution System Main that does not require the City to take part of the water system out of service a. Measurement I) This Item is considered subsidiary to the water pipe being installed. b. Payment I) The work performed and the materials furnished in accordance with this Item are subsidiary to the unit price bid per linear foot of water pipe complete in place, and no other compensation will be allowed. 2. Connection to an existing pressurized Fort Worth Water Distribution System Main that requires a shutdown of some part of the water system a. Measurement I) Measurement for this Item shall be per each connection completed. b. Payment I) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Connection to Existing Water Main' installed for: a) Various sizes of existing water distribution main CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 South Weslside V Transmission Main City Project No. 103428-2 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 of 8 c. The price bid shall include all aspects of making the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Remobilization 6) Temporary lighting 7) Polyethylene encasement 8) Make-up pieces 9) Linings 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Clean-up 15) Cleaning 16) Disinfection 17) Testing 3. Connection to an existing pressurized Fort Worth Water Distribution System Main by Tapping Sleeve and Valve: a. Measurement 1) Measurement for this Item shall be per each connection completed. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tapping Sleeve and Valve" installed for: a) Various sizes of connecting main b) Various sizes of existing water distribution main c. The price bid shall include all aspects of making the connection including, but not limited to: 1) Preparing submittals 2) Dewatering 3) Exploratory excavation (as needed) 4) Coordination and notification 5) Tapping Sleeve and Tapping Valve 6) Remobilization 7) Temporary lighting 8) Polyethylene encasement 9) Make-up pieces 10) Linings 11) Pavement removal 12) Excavation 13) Hauling 14) Disposal of excess material 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Fcbmary 6, 2013 South Westside V Transmission Main City Project No. 103428-2 33 1225 -3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1.3 REFERENCES A. Reference Standards I. 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. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 3. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications c. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both d. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. e. A283, Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates. f. A285, Standard Specification for Pressure Vessel Plates, Carbon Steel, Low - and Intermediate -Tensile Strength. g. B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. h. D2000, Standard Classification System for Rubber Products in Automotive Applications. 4. American Water Works Association (AWWA): a. C200, Steel Water Pipe - 6 IN and Larger. b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 IN through 144 IN. c. C213, Fusion -Bonded Epoxy Coating for the Interior and Exterior of Steel Water Pipelines. d. C223, Fabricated Steel and Stainless Steel Tapping Sleeves. 5. American Water Works Association/American National Standards Instihlte (AWWA/ANSI): a. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. b. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. c. C115A21/15, Hanged Ductile -Iron Pipe with Ductile Iron or Gray -Iron Threaded Flanges. 6. NSF International (NSF): a. 61, Drinking Water System Components — Health Effects. 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. (MSS): a. SP-60, Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 1.4 ADMINISTRATIVE REQUIREMENTS A. Pre -installation Meetings 1. Required for any connections to an existing, pressurized 16-inch or larger City water distribution system main that requires a shutdown of some part of the water system CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 South Westside V Transmission Main City Project No. 103428-2 331225-4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 2. May also be required for connections that involve shutting water service off to certain critical businesses 3. Schedule a pre -installation meeting a minimum of 3 weeks prior to proposed time for the work to occur. 4. The meeting shall include the Contractor, City Inspector and City Valve Crew. 5. Review work procedures as submitted and any adjustments made for current field conditions. 6. Verify that all valves and plugs to be used have adequate thrust restraint or blocking. 7. Schedule a test shutdown with the City. 8. Schedule the date For the connection to the existing system. B. Scheduling I. Schedule work to make all connections to existing I6-inch and larger mains: a. During the period from November through April, unless otherwise approved by the City b. During normal business hours from Monday through Friday, unless otherwise approved by the City 2. Schedule City Valve Crew by 1:00 P.M. a minimum of I business day prior to planned disruption to the existing water system. a. In the event that other water system activities do not allow the existing main to be dewatered at the requested time, schedule work to allow the connection at an alternate time acceptable to the City. 1) If water main cannot be taken out of service at the originally requested time, coordination will be required with the City to discuss rescheduling and compensation for mobilization. 2) No additional payment will be provided if the schedule was altered at the Contractor's request. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery and/or Fabrication For specials. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data, if applicable 1. Tapping Sleeve noting the pressure rating and coating system supplied including: a. Dimensions, weights, material list, and detailed drawings b. Maximum torque recommended by the manufacturer for the valve by size B. Submittals I. Provide a detailed sequence of work for 16-inch, or larger, connections if required by City that includes: a. Results of exploratory excavation b. Dewatering c. Procedure for connecting to the existing water main CITY OF FORT WORT!! STANDARD CONSTRUCTION SI'ECIFICATION DOCUMENTS Revised February 6, 2013 South Westside V Transmission Main City Project No. 103428-2 331225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 d. Time period for completing work from when the water is shut down to when the main is back in service e. Testing and repressurization procedures 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe must be certified and provide Welding Certificates, upon request, in accordance with AWWA C200. 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 A. Storage and Handling Requirements 1. Protect parts so that no damage or deterioration occurs during a prolonged delay from the time of shipment until installation is completed. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11 FIELD ]SITE] CONDITIONS (NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. PART2- PRODUCTS 2.1 OWNER -FURNISHED Io[t] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed by the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Description 1. Regulatory Requirements CITY OF FORT WORTH South Westside V Transmission Main STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 103928-2 Revised Febnrary 6, 2013 331225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of this Specification. b. All valve components in contact with potable water shall conform to the requirements of NSF 61. C. Tapping Sleeve Materials 1. Body a. Body: Carbon Steel per ASTM A283 Grade C, ASTM A285 Grade C, ASTM A36 Steel or equal b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion applied per AWWA C213. c. All buried tapping sleeves shall be provided with polyethylene encasement in accordance with AWWA/ANSI C105/A21.5. I) Polyethylene encasement shall be in accordance with Section 33 1110. 2. Flange a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME B16.1 Class 125, b. Recessed for tapping valve per MSS SP-60 3. Bolts and Nuts a. Flanged Ends 1) Meet requirements of AWWA Cl 15 or AWWA C207 depending on pipe material. 2) Provide bolts and nuts in accordance with Section 33 11 05. 4. Gaskets a. Provide gaskets in accordance with Section 33 1 1 05. 5. Test Plug a. %-inch NPT carbon steel with square head and fusion bonded epoxy coating 2.3 ACCESSORIES [NOT USED( 2.4 SOURCE QUALITY CONTROL [NOT USED( PART3- EXECUTION 3.1 INSTALLERS [NOT USED[ 3.2 EXAMINATION A. Verification of Conditions 1. Verify by exploratory excavation, if needed, that existing water main is as depicted in the Drawings and that the location is suitable for a connection to the existing water main. a. Excavate and backtill trench for the exploratory excavation in accordance with 33 05 10. 2. Verify that all equipment and materials are available on —site prior to the shutdown of the existing main. 3. Pipe lines shall be completed, tested and authorized for connection to the existing system in accordance with Section 33 04 40. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 South Westside V Transmission Main City Project No. 103426-2 331225-7 CONNECTION TO EXISTING WATER MAINS Page of 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General I. Upon disruption of the existing water main, continue work until the connection is complete and the existing water main is back in service. B. Procedure 1. Expose the proposed connection point in accordance with Section 33 05 10. 2. Dewater the existing water line so the chlorinated water is not unlawfully discharged. 3. Maintain the water that may bleed by existing valves or plugs during installation within the work area to a reasonable level. a. Control the water in such a way that it does not interfere with the proper installation of the connection or create a discharge of chlorinated water. 4 If any discharge of chlorinated water occurs, discharged water shall be de - chlorinated in accordance with Section 33 04 40 5. Cut and remove existing water main in order to make the connection. 6. Verify that the existing pipe line is suitable for the proposed connection. 7. Place trench foundation and bedding in accordance with 33 05 10. 8. In the event that a tapping sleeve and valve is used, the coupon from the existing water main shall be submitted to the City. 9. Prevent embedment, backfill, soil, water or other debris form entering the pipeline. 10. Establish thrust restraint as provided for in the Drawings. 11. Clean and disinfect the pipeline associated with the connection in accordance with Section 33 04 40. 12. Place embedment to the top of the pipe zone. 13. Request that the City Valve Crew re -pressurize the pipeline. 14. Directionally flush the connection in accordance with Section 33 04 40. 15. Request that City Valve Crew open all remaining valves. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD b it] 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] CITY OF PORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6, 2013 South Westside V Transmission Main City Project No. 103428-2 331225-8 CONNECTION TO EXISTING WATER MAINS Page of 3.14 ATTACHMENTS [NOT USED[ END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.C.3 and 4 -- Added reference to Section 33 1105 and removed bolt, nut and gasket material specification 2/6/2013 D. Townsend 3.4.8.4 Modified to refer to Section 33 04040 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February G, 2013 South Westside V Transmission Main City Project No. 103428-2 33 12 30 - I COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page I of 7 SECTION 33 12 30 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS PARTI- GENERAL 1.1 SUMMARY A. Section Includes: I. 2-inch through 8-inch Combination Air -Release and Air/Vacuum Valve Assemblies (Combination Air Valves) for potable water systems including: a. Combination air -release and air/vacuum valve b. Tap to water main • c. Lead-free Inlet piping and appurtenances d. Vent piping and appurtenances e. Vault enclosure and appurtenances B. Deviations from this City of Fort Worth Standard Specification 1. Modified Section 2.2.C.1 Revised to minimum pressure rating of 250 psi. 2. Added Section 2.2.A.1.b Listed manufacturers. 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 05 13 — Frame, Cover and Grade Rings 4. Section 33 1 1 10 — Ductile Iron Pipe 5. Section 33 11 11 — Ductile Iron Fittings 6. Section 33 11 14 — Buried Steel Pipe and Fittings 7. Section 33 12 10 — Water Services 1-Inch to 2-Inch 8. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 9. Section 33 39 20 -- Precast Concrete Manholes 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be per each. 2. Payment a. 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 bid per each "Combination Air Release/Vacuum Valve & Vault for Water" or "Dual Air Release/Vacuum Valve & Vault for Water" installed for: 1) Various inlet sizes 3. The price bid shall include: a. Furnishing and installing Combination Air Valves with appurtenances as specified in the Drawings b. Air valve vault and appurtenances c. Tapping the main d. Isolation valves e. Fittings f. Vent piping g. Vent cover and/or enclosure h. Vent enclosure and/or pipe bollard protection, if required i. Excavation and backfill CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 33 12 30 -2 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 2 or 7 1.3 REFERENCES A. Definitions 1. Combination Air Valve: A device having the features of both an air -release valve and an air/vacuum valve 2. Inlet: The opening at the base of the Combination Air Valve mechanism through which air and water from the pipeline enters 3. Inlet Piping: The piping and appurtenances between the pipeline and the valve inlet 4. Lead-free: Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). 5. Orifice: The opening in the Combination Air Valve mechanism through which air is expelled from or admitted into the pipeline or piping system. Some valves may have multiple orifices. 6. Outlet: The opening at the top of Combination Air Valve mechanism, including the orifice, through which air enters or exits the Air Valve 7. Vent Piping: The piping and appurtenances from the Combination Air Valve outlet to its termination point outside the vault B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Iron and Steel Institute (AISI). 3. ASTM International (ASTM): a. A536, Standard Specification for Ductile Iron Castings. 4. American Water Works Association (AWWA): a. C512, Air -Release, Air/Vacuum, and Combination Air Valves for Waterworks Service. b. M51, Air -Release, Air/Vacuum, and Combination Air Valves. 5. NSF International (NSF): a. 61, Drinking Water System Components - Health Effects. 6. Reduction of I.ead in Drinking Water Act a. Public Law 111-380 (P.L. 111-380) 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals 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. Product Data 1. Combination Air Valves a. Application type b. Working pressure rating c. Test pressure rating d. Surge pressure rating e. Inlet size f. Small orifice size g. Largc orifice size 2. Valve vault and appurtenances CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331230-3 COMBINATION AIR VALVE, ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 3 of 7 3. Tapping appurtenances 4. Isolation valves 5. Fittings 6. Vent piping 7. Vent cover and/or enclosure 8. Vent enclosure and/or pipe bollard protection 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Combination Air Valves of the same size shall be the product of 1 manufacturer, unless approved by the City. b. Combination air valves shall be in conformance with AWWA C512. B. Certifications 1. Obtain an Affidavit of Compliance from the valve manufacturer in accordance with AWWA C512. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, strongly built and securely bolted thereto. 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 5. Prevent plastic and similar brittle items frotn being directly exposed to sunlight or extremes in temperature. 6. Secure and maintain a location to store the material in accordance with Section 01 66 00 IA l FIELD CONDITIONS [NOT USED] 1.12 WARRANTY A. Manufacturer Warranty 1. Manufacturer's Warranty shall be in accordance with Division 1. PART2- PRODUCTS 2.1 OWNER -FURNISHED lox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related sections. b. Manufacturers shall include: APCO 1500C or 1500TC, Crispin VR 31/M5 or equivalent. 2. Any product that is not listed on the Standatd Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331230-4 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page of 3. The Combination Air Valve shall be new and the product of a manufacturer regularly engaged in the manufacturing of air release/air vacuum valves having similar service and size. B. Description 1. Regulatory Requirements a. Combination Air Valves shall meet or exceed the latest revisions of AWWA C512 and shall meet or exceed the requirements of this Specification. b. All Combination Air Valve components in contact with potable water shall conform to the requirements of NSF 61. c. All materials shall conform to the Reduction of Lead in Drinking Water Act (P L 111-380). This Act defines ' Lead free' for pipes and other appurtenances to be less than 0.25 percent lead. C. Performance / Design Criteria 1. Capacities a. Water Application = Potable Water b. Working Pressure from 10 psi to 450 250 psi c. Test Pressure = 225 psi d. Surge Pressure = 100 psi minimum, unless stated otherwise in the Contract Documents e. Size 1) Each orifice size must be sufficient to meet the requirements set forth in AWWA M51 and indicated on the Drawings. 2. Function a. High volume discharge during pipeline filling b. High volume intake through the large orifice c. Pressurized air discharge d. Surge Dampening/Controlled discharge rates 1) The valve shall have an integral surge alleviation mechanism which shall operate automatically to limit transient pressure rise or shock induced by closure due to high velocity air discharge or the subsequent rejoining of the separated water columns. The limitation of the pressure rise shall be achieved by decelerating the approaching water prior to valve closure. D. Materials 1. Combination Air Valve a. Internal parts 1) Non -corroding material such as stainless steel or high density polyethylene b. Valve body 1) AISI 304 stainless steel orASTM A536 ductile iron 2) Equipped with intake and discharge flanges c. Inlet/Discharge orifice area I) Equal to the nominal size of the valve E. Finishes 1. Finish Materials a. Supply all ductile iron Combination Air Valves with a factory applied fusion bonded epoxy coating with a final coating thickness of 16 mils minimum. 2.3 ACCESSORIES A. For 2-inch Combination Air Valve Assemblies: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331230-5 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 5 of 7 1. Tap a. Tapping saddle and 2-inch corporation valve (C.C. thread with flare) in accordance with Section 33 12 1O 2. Inlet Piping a. 2-inch outlet between the tap and the isolation valve with the following: I) Threaded, lead-free brass piping 2) Threaded, lead-free brass tee 3) Threaded, lead-free brass hand wheel valves 3. Vent Piping a. 4-inch minimum diameter, in accordance with the Drawings 4. Vent Screen a. Stainless Steel (AISI 304) 5. Dropover Enclosure a. Channell SPH-1420 thermoplastic enclosure, or approved equal 6. Vault a. Provide a flat top 4-foot diameter concrete manhole in accordance with Section 33 39 20. b. Provide a 32-inch hinged cover with frame and grade ring in accordance with Section 33 05 13. c. Secure Air Valve to vault wall using a galvanized or stainless steel bracket manufactured by Grinell, or equal, in accordance with the Drawings B. For 3-inch to 8-inch Combination Air Valve Assemblies: 1. Tap a. For 24-inch diameter mains: 1) Provide 24-inch blind flange outlet b. For mains with 30-inch and greater diameter: 1) Provide 30-inch blind flange outlet c. For ductile iron and PVC mains, provide mechanical joint x flange tee with tapped flange. 2. Inlet Piping a. Flanged ductile iron or steel, depending on main material, in accordance with Drawings b. Corporation stops shall be in accordance with Section 33 12 10 and with Drawings. 3. Isolation Valves a. Gate valve (flanged) in accordance with Section 33 12 20 with: 1) 2-inch operating nut, non -rising stem with enclosed miter gearing for 3- inch and larger gate valves 4. Vent Piping a. 4-inch minimum, ductile iron pipe, in accordance with Drawings 5. Vent Screen a. Stainless Steel (AISI 304) 6. Dropover Enclosure a. Channel) SPH-1420 thermoplastic enclosure, or approved equal 7. Vault a. Provide a flat top, concrete manhole in accordance with Section 33 39 20. b. Manhole dimensions shall be in accordance with Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331230-6 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page of c. Provide a 32-inch hinged cover with frame and grade ring in accordance with Section 33 05 13. d. Secure Air Valve to vault wall using a galvanized or stainless steel bracket manufactured by Grinell, or equal, in accordance with the Drawings C. Finishes I. Primer Materials a. Prime Vent Piping within vault, as well as above ground, for finish with a product listed in on the City's Standard Products List in Section 01 60 00, unless otherwise stated in the Drawings. 2. Finish Materials a. Paint Vent Piping within vault, as well as above ground, with a product listed in on the City's Standard Products List in Section 01 60 00, unless otherwise stated in the Drawings. b. Color to be selected by the City. 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. Testing and inspection of Combination Air Valves shall be in accordance with AWWA C512. B. Markings 1. Each Combination Air Valve shall be marked in accordance with AWWA C512. PART3- EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install in accordance with manufacturer's recommendations and as shown on the Drawings. 2. Above ground and vault interior ductile iron piping and valves shall be painted in accordance with City requirements, unless otherwise stated in the Drawings. 3. Wrap all buried ductile iron pipe and fittings with polyethylene encasement in accordance with Section 33 11 10 and Section 33 1 1 11 respectively. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Inspections 1. Pipe the large and small orifices directly to the vent piping. There direct discharge of an orifice to an underground vault. 2. The valve shall perform as intended with no deformation, leaking or damage of any kind for the pressure ranges indicated. 3. Before acceptance of the installed valve, the City Field Operations Staff shall have the opportunity to inspect and operate the valve. 4. The City will assess the ease of access to the operating nut and ease of operating the corporation stop. 5. If access and operation of the valve and its appurtenances meet the City Standard Detail, then the valve will be accepted as installed. 6. The Combination Air Valve assembly shall be free from any leaks. on OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 331230-7 COMBINATION AIR VALVE ASSEMBLIES FOR POTABLE WATER SYSTEMS Page 7 of 7 B. Non -Conforming Work I. If access and operation of the valve or its appurtenances does not meet the City's criteria, the Contractor will remedy the situation until it meets the City's criteria, at the Contractor's expense. 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 Or SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson General: Modified specification to reflect materials and equipment in City Standard Detail; Removed cast -in -place manhole references CITY OF FORT WORTII STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised December 20, 2012 South Westside V Transmission Main City Project No. 103428-2 PART1- GENERAL 1.1 SUMMARY 331260-1 STANDARD BLOW -OFF ASSEMBLY SECTION 33 12 60 STANDARD BLOW -OFF ASSEMBLY Page 1 of4 A. Section Includes: 1. Standard Blow -off Assembly (6-inch thru 12-inch) B. Products Installed but Not Furnished Under This Section 1. None C. Deviations from this City of Fort Worth Standard Specification I. None. D. 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 03 30 00 — Cast -in -Place Concrete 4. Section 03 80 00 — Modifications to Existing Concrete Structures 5. Section 33 05 10 — Utility Trench Excavation, Embedment, and Backlit! 6. Section 33 05 13 — Frame, Cover and Grade Rings 7. Section 33 11 10 — Ductile Iron Pipe 8. Section 33 1 1 11 — Ductile Iron Fittings 9. Section 33 11 13 — Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 10. Section 33 I 1 14 — Buried Steel Pipe and Fittings l 1. Section 33 12 20 — Resilient Seated Gate Valve 12. Section 33 39 10 — Cast -in -Place Concrete Manholes 13. Section 33 39 20 — Precast Concrete Manholes 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be per each. b. Measurement includes gate valves, piping, appurtenances, manhole and cast -in - place concrete bases. I) Tcc or outlet from water main is measured and paid for separately. 2. Payment a. The work performed and the materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Blow Off Valve" installed for: 1) Various sizes 3. The price bid shall include: CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 South Westside V Transmission Main City Project No. 103428-2 331260-2 STANDARD BLOW -OFF ASSEMBLY Page 2 of 4 a. Excavation b. Pre -cast or cast -in -place concrete manhole and appurtenances c. Cast -in -place concrete gate valve bases d. Crushed rock foundation e. Hinged frame and cover f. Piping, valves and appurtenances g. Fittings (excluding tee or outlet on water main) h. Horizontal thrust blocking r. Backfrll j. Pavement removal k. Hauling I. Disposal of excess material m. Placement and compaction of backfill n. Clean-up o. Surface restoration associated with blow -off valve manhole and piping 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. All submittals 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. Product Data 1. Precast Concrete Manhole 2. Piping 3. Isolation Valves 4. Frame and Cover 5. Concrete mix design for gate valve bases 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 A. Manufacturer Warranty 1. Manufacturer's warranty shall be in accordance with Division 1. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 South Westside V Transmission Main City Project No. 103428-2 331260-3 STANDARD BLOW -OFF ASSEMBLY Page 3 of4 PART2- PRODUCTS 2.1 OWNER -FURNISHED ton] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Materials 1. Cast -in -Place or Precast Concrete Manholes — Conform to Sections 33 39 10 or 33 39 20 2. Gate Valves — Conform to Section 33 12 20 3. Ductile Iron Pipe - Conform to Section 33 I 1 10 4. Ductile Iron Fittings — Conform to Section 33 11 11 5. Hinged Frame and Cover — Conform to Section 33 05 13 6. Concrete Mix Design — Conform to Section 03 30 00 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION A. Evaluation and Assessment 1. Verify lines and grades are in accordance to the Drawings. 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Install blow -off assembly in accordance with respective manufacturer's recommendations. B. Pipe Penetrations I. Conform to Section 03 80 00. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 South Westside V Transmission Main City Project No. 103428-2 331260-4 STANDARD BLOW -OFF ASSEMBLY Page 4 of 4 3.5 REPAIR / RESTORATION [NOT USED) 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 19, 2013 South Westside V Transmission Main City Project Na 103428-2 APPENDIX GC-4.0I Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 D222230632 09/20/2022 10:59 AM Page: 1 of 15 Fee• $75.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records ,u . fo, � MARY LOUISE NICHOLSON COUNTY CLERK CPN 103428 South Westside V Water Transmission Main Parcel # 2 PWFE HT & B RR CO SURVEY, Abstract No. 648, 1 & GN RR CO SURVEY, Abstract No. 2002, I & GN RR CO SURVEY, Abstract No. 2224, WM. ROBINSON SURVEY, Abstract No. 1107, WM. ROBINSON SURVEY, Abstract No. 1274, HENRY LANE SURVEY, Abstract No. 928, SA & MG RR CO SURVEY, Abstract No. 1479 TARRANT COUNTY AND PARKER COUNTY, TEXAS STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT DATE: 9- 197-d a� GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS ST. FORT WORTH, TARRANT COUNTY, TEXAS 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a 4 -page metes and bounds description, and Exhibit "B", consisting of a 5 -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, a permanent easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility (hereafter referred to as the "Facility") within the Easement Property. The Facility includes all incidental underground and aboveground attachments, equipment and. appurtenances, including, but not limited to, manholes, manhole vents, lateral line connections, valves, transmission and Permanent Water Facility Easement -Walsh Rev. 20220203 D222230632 Page 2 of 15 reclaimed water pipelines, water meters, junction boxes in, upon, under and across a portion of the GRANTOR'S property as more fully described in Exhibit "A" and Exhibit "B" (the "Easement Property) attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing the Facility, but only through the Easement Property or on other routes across the GRANTOR'S property approved in writing by GRANTOR prior to commencement of construction of the Facility by GRANTEE. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of GRANTOR'S roads. Within 60 days after completion of construction of the Facility, GRANTEE shall cause its contractors to restore such roads to substantially the same condition in which they existed prior to construction of the Facility, at no cost to GRANTOR. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property and approved roads. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted, provided, however, that GRANTOR covenants and agrees it will not use the Easement Property, nor allow third parties to use the Easement Property, in a manner that interferes with the operation, repair, or maintenance of the Facility. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights -of -way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not Tess than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry Permanent Water Facility Easement -Walsh Rev. 20220203 D222230632 Page 3 of 15 on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES property arising from the performance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Surface and Subsurface Crossings of Easement Property. GRANTOR may construct and maintain one or more concrete, asphalt, gravel or other improved driveway(s), road(s), parking area(s) or railway(s), as well as private storm drainage laterals and facilities, electrical lines, irrigation or other water lines, pipelines and other private or third -party utilities (collectively, the "Permitted Crossings") on the Easement Property; provided, however, (a) that each Permitting Crossing (other than parking areas) crosses the Facility at an angle between 45 degrees and 90 degrees, (b) that the Permitted Crossing does not interfere with the operation and maintenance of the Facility, (c) that GRANTOR has submitted plans for any Permitted Crossing within the Easement Property to GRANTEE for approval, which approval will not be unreasonably delayed, conditioned or withheld, (d) that any Permitted Crossing will be constructed with separations determined solely and reasonably by GRANTEE to be sufficient to protect the Facility, that no such separation shall be less than any statutory required minimum, and (e) that any measures determined solely by GRANTEE to be necessary to protect or relocate the Facility as a result of any Permitted Crossing shall be at the sole cost and expense of GRANTOR. v) Fences and Landscaping within Easement Property. GRANTOR may (a) build fences (unless construction of such fences requires a building permit, in which case Grantor must first obtain written consent for such fence from GRANTEE'S Water Department Director) within the Easement Property, and (b) landscape the surface of the Easement Property, but shall not have the right to plant trees or place hardscape (such as fountains, walls, or retaining walls) on the surface of the Easement Property without first obtaining the prior written consent for such hardscape from GRANTEE'S Water Department. Director. Notwithstanding the foregoing, any fence constructed by GRANTOR across the Easement Property must not restrict GRANTEE'S access to, along, or through the Easement Property and must, at a minimum, include 20' gates installed perpendicularly to the boundary of the Easement Property. vi) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of racks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of Permanent Water Facility Easement -Walsh Rev. 20220203 D222230632 Page 4 of 15 fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. GRANTOR shall also have the right to modify grades over the Facility by lowering pre-existing grades up to one foot or raising pre-existing grades up to three feet, provided that GRANTOR provides GRANTEE with prior notice of such grade modification, and in those cases where GRANTOR has submitted plans to modify grades over the Facility by more than the amounts stated above, provide additional protection of the Facility on a case -by -case basis as determined by GRANTEE. vii) Relocation of Facility. GRANTOR, at its expense, shall have the right to relocate any Facility installed pursuant to this Easement provided that the level of service provided by such Facility at the new location will not be impaired or disrupted in any respect either in the process of such relocation or after the completion thereof, and subject to GRANTEE'S approval of plans for the relocated Facility (including plans for mitigation of risk during such relocation), not to be unreasonably delayed, conditioned or withheld. viii)Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns forever. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. Permanent Water Facility Easement -Walsh Rev. 20220203 [signatures on following page(s)] D222230632 Page 5 of 15 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: Rya Dickerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF PARKER BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. ((��7 GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of '03 4./R3. N BEXIE NOBLES Notary Public, State of Texas Comm. Expires 06-07-2023 Notary ID13204250-4 Permanent Water Facility Easement -Walsh Rev 20220203 ubl fitUan t e Stare of Texas D222230632 Page 6 of 15 ACCEPTED BY: GRANTEE: City of Fort W. h o {° By (Signature): (Print Name) Steve Cooke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY By (Signature): /ljL6f— (Print Name) MAsc May (Title) Assxsraa+r Cyr/ Atvicesc' ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date ofr9pf,VY1%Xy 19 e02 . JASMINE LOMELI Notary Public -State of Texas Tartan County Notary ID #13349821-3 Commission Exp. DEC. 20,2025 Permanent Water Facility Easement -Walsh Rev. 20220203 Ngtary Publl� in and for the State of Texas D222230632 Page 7 of 15 EXHIBIT A PERMANENT WATER FACILITY EASEMENT 2 Being a tract of land in the HT&B RR CO Survey, Abstract No. 648, the I&GN RR CO Survey, Abstract No. 2002, the I&GN RR CO Survey, Abstract No. 2224, the William Robinson Survey, Abstract No. 1107, the William Robinson Survey, Abstract No. 1274, the Henry Lane Survey, Abstract No. 928, and the SA&MG RR CO Survey Abstract No. 1479 in Parker County and Tarrant County, Texas, being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765 in the Deed Records of Parker County, Texas (D.R.P.C.T.), being a part of that called 20 32 acre tract of land described in Deed to Mary D. Fleming Walsh as recorded in Volume 426, Page 576 D.R.P.C.T., being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 12624, Page 92 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the southeast corner of said Walsh Ranches tract, from which a smooth 5/8-inch found iron rod at the intersection of the east line of said Walsh Ranches tract and the southerly right-of-way line of Interstate Highway 20 (variable width right-of-way) bears North 00 degrees 00 minutes 32 seconds East, a distance of 5,287.90 feet; THENCE North 58 degrees 43 minutes 25 seconds West, a distance of 172.18 feet to the POINT OF BEGINNING; THENCE North 10 degrees 53 minutes 13 seconds East, a distance of 35.00 feet to a point for corner; THENCE North 79 degrees 06 minutes 47 seconds West, a distance of 25.34 feet to a point for corner; THENCE North 80 degrees 35 minutes 06 seconds West, a distance of 2,085.01 feet to a point for corner; THENCE North 37 degrees 35 minutes 06 seconds West, a distance of 30.36 feet to a point for comer, THENCE North 39 degrees 35 minutes 06 seconds West, a distance of 389.56 feet to a point for corner; THENCE North 86 degrees 35 minutes 06 seconds West, a distance of 389.87 feet to a point for corner; THENCE South 87 degrees 24 minutes 54 seconds West, a distance of 466.74 feet to a point for corner; THENCE North 88 degrees 35 minutes 06 seconds West, a distance of 416.19 feet to a point for comer; 1 of 9 D222230632 Page 8 of 15 THENCE South 89 degrees 24 minutes 54 seconds West, a distance of 1,109.35 feet to a point for corner; THENCE North 88 degrees 35 minutes 06 seconds West, a distance of 210.56 feet to a point for corner; THENCE South 89 degrees 24 minutes 54 seconds West, a distance of 71.52 feet to a point for corner; THENCE South 87 degrees 24 minutes 54 seconds West, a distance of 263.83 feet to a point for corner; THENCE South 85 degrees 24 minutes 54 seconds West, a distance of 130.94 feet to a point for corner; THENCE South 83 degrees 24 minutes 54 seconds West, a distance of 229.46 feet to a point for corner; THENCE South 84 degrees 24 minutes 54 seconds West, a distance of 139.12 feet to a point for corner; THENCE South 86 degrees 03 minutes 34 seconds West, a distance of 764.53 feet to a point for corner; THENCE South 88 degrees 03 minutes 34 seconds West, a distance of 1,132.48 feet to a point for comer; THENCE South 76 degrees 03 minutes 34 seconds West, a distance of 419.72 feet to a point for corner; THENCE South 87 degrees 03 minutes 34 seconds West, a distance of 908.91 feet to a point for corner; THENCE South 40 degrees 03 minutes 34 seconds West, a distance of 441.60 feet to a point for corner; THENCE South 84 degrees 05 minutes 49 seconds West, a distance of 550.02 feet to a point for corner; THENCE South 82 degrees 05 minutes 49 seconds West, a distance of 180.46 feet to a point for corner; THENCE South 68 degrees 31 minutes 25 seconds West, a distance of 283.38 feet to a point for corner; THENCE South 24 degrees 19 minutes 52 seconds East, a distance of 35.00 feet to a point for comer; 2of9 D222230632 Page 9 of 15 THENCE North 68 degrees 31 minutes 57 seconds East, a distance of 277.47 feet to a point for corner; THENCE North 82 degrees 05 minutes 49 seconds East, a distance of 175.68 feet to a point for corner; THENCE North 84 degrees 05 minutes 49 seconds East, a distance of 563.56 feet to a point for corner; THENCE North 40 degrees 03 minutes 34 seconds East, a distance of 440.54 feet to a point for corner; THENCE North 87 degrees 03 minutes 34 seconds East, a distance of 897.06 feet to a point for corner; THENCE North 76 degrees 03 minutes 34 seconds East, a distance of 419.42 feet to a point for corner; THENCE North 88 degrees 03 minutes 34 seconds East, a distance of 1,129.41 feet to a point for corner; THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 111.38 feet to a point for corner; THENCE South 03 degrees 56 minutes 26 seconds East, a distance of 28.50 feet to a point for corner; THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 35.00 feet to a point for corner; THENCE North 03 degrees 56 minutes 26 seconds West, a distance of 28.50 feet to a point for corner; THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 619.27 feet to a point for corner; THENCE North 84 degrees 24 minutes 54 seconds East, a distance of 139.93 feet to a paint for corner; THENCE North 83 degrees 24 minutes 54 seconds East, a distance of 229.16 feet to a point for corner; THENCE North 85 degrees 24 minutes 54 seconds East, a distance of 129.72 feet to a point for corner; THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 262.60 feet to a point for comer; 3of9 D222230632 Page 10 of 15 THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 70.29 feet to a point for corner; THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 210.56 feet to a point for corner, THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 1,109.35 feet to a point for corner; THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 416.80 feet to a point for corner; THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 466.13 feet to a point for corner; THENCE South 86 degrees 35 minutes 06 seconds East, a distance of 372.82 feet to a point for corner THENCE South 39 degrees 35 minutes 06 seconds East, a distance of 373.73 feet to a point for corner; THENCE South 37 degrees 35 minutes 06 seconds East, a distance of 43.54 feet to a point for corner; THENCE South 80 degrees 35 minutes 06 seconds East, a distance of 2,098.34 feet to a point for corner; THENCE South 79 degrees 06 minutes 47 seconds East, a distance of 24.89 feet to the POINT OF BEGINNING AND CONTAINING 372,964 square feet or 8.562 acres of land, more or less. A plat accompanies this legal description. Basis of bearing is NAD 83 (1993) Texas Coordinate System, Texas North Central Zone (4202), based upon Leica SmartNet Network system. Distances shown are surface values using a scale factor of 1.00012. 4 of9 D222230632 Page 11 of 15 11010.911-2.E6H[U MATCH LINE (SEE SHEET 6 OF 9) WILLIAM ROBINSONT127gVE1 SS 3725' 06"E S39. 35' 06" 373.73' 537' 35' 06'E LT 43.54' PERMANENT WATER FACILITY EASEMENT 372,964 SF 8.562 ACRES ESMT I Haim' A STRAP ENS 928SURVEY APPROX. ABSTRACT LINE C0 S° 9� RR 00. PPg54RPOi POINT OF BEGINNING N58" 43' 25"W 172.18' A LEGAL. DESCRIPTION ACCOMPANIES THIS EXHIBIT 15 1/2' FIR ICM) T) 1 II POINT OF COMMENCING EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY. ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 IN PARKER COUNTY & TARRANT COUNTY TEXAS CO O in id co O O N z 2 TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT J zI N86- 35' 06'W 389.87' APPROX. ABSTRACT LINE N39' 35' 06'W 389.56' N37' 35' 06" W 30.36' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.c. r. VOL. 12629, PG. 92 O.R. T.C. T. 0 BEARING/DISTANCE ai TABLE m� N10'S335.00'13'1E I 1 2 1 15 N79' 06' 47'W 25.34' 579' 06' 47°E 24.89' ESMT l NO0'00'32'E 5,287.90' NOTE: TRACT LOCATION J r "; LOCATION MAP N T.S 1.4 .111 B/8' FIR SMOOTH CM) I. 1 c / 0 200 SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. f LEGEND BaSIS of [Leann is (WAD based eS)N1 ergs Cooed nab System. Texas Not Central Zane (4202), s facso, wan0D12. system. IXstances shown are surface values using a sole HALFF 87 FOSSIL GREENLV . F n a� 76137 (al7)0T.I4 sH (CM/ FIR • 1/2' SW • PFC O.R. T.C.T. O.R.P.C. T. O.P.R.P.C. T. DGN: E01010-WL-2-ESMT-0143439.gn WATER FAIXITY FACFu[NT PROPOSED PROPERTY IaF DOSING PROPERTY INF ABSTRACT L➢E PROPOSED EASamR ERSTNG EASEMENT CONTROL HOMHIENT FOUND IRON ROD URN 'PLLASTK CAMP ROD YMALOP PONT FOR A CORNER OFFICIAL RECORDS OF TARRANT COUNTY TEXAS roam. TEEMS OF MIXER PARKER GOUTY TEXAS S OF AVO: 43439.001 NINSIO• *WIN SCALE: 1'=400' t ye�015 f4;45' DOUGLAS A. CACHOU }., 5619 ;.51 µ t °aeesl�`': 44,0 SUB«.� • 1.0ausens m. n.r..T+a Prof disaikinaltal•10 DATE: AUGUST 16, 2022 PAGE NO.: 5 OF 9 D222230632 Page 12 of 15 1 F N87' 24' 54"E 262.60' MATCH LINE (SEE SHEET 7 OF 9) 13 4 11 S87' 24' 54'W 263.831 S88' 35' 06'E i l 210.56' II1 ESMT I ESMT 2 CI-41 Ito �I III PERMANENT WATER FACILITY EASEMENT 372,964 SF .8.562 ACRES WILLpBSTRABITSN0 1274VEY A LEGAL DESCRIPTION ACCOMPANIES THIS EXIYBIT 5/81 FIR W/ DUNAWAY ASSOC LP CAP S86' 35' 06"E 372.82' LLI N I Lc) re) 0 N • oo 3 N88- 35' 06'W 210.56' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT N88' 35' 06'W 416.19' S87- 24' 54'W 466.74' SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C. T. VOL. 12624, PG. 92 O.R. T.C.T. BEARING/DISTANCE TABLE 3 4 13 14 S89' 24' 54'W 71.52' S85' 24' 54'W 130.94' N85' 24" 54'E 129.72' N89' 24' 54'E 70.29' f , N86' 35' 06'W �389.87' SCALE 1"=400' MATCH LINE _NOTE: (SEE SHEET 5 OF 9) ANDSEE SHEET TRACT LIST OF EXISTING EASEMENTS. TS. EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 IN PARKER COUNTY & TARRANT COUNTY TEXAS R aa Bans of Bearing is (NAD 83) (1993)Telos Coati -Me System. Teo" North Central Ewe(e202), based upon Team SmanNet Network system. Distancesshown are snfase values. using a scale fader of 1.00012. HALFF SNI 4030 FOSSE CREEK BLVD. FORT WORM. TONS TAITT I817)BaT.14Y2 Tens FIRM NUT 0029605 LEGEND I I WATER FACLITY EASEMENT -- PROPOSED PROPERTY UNE COSTING PROPERTY LSE ABSTRACT LSE PROPOSED EASEeENT EXISTING EASEMENT CONTROL MONUMENT FOUNT WON ROD 82101 P/2• SET WON ROD WITH YELLOW LASTIC CAP STAMPED •HALFF PONT FOR A CORNER OFFICIAL RECORDS OF TARRANT COUNTY TEAS OFFICIAL RECORDS OF PARSER MINTY TEXAS OFF Ca LTY IC TEXASs OF :cm) Fe • 1/2' SIR • PFC O.R.T.C.T. O.R.P.C. T. O.P.R.P.C.T. DGN: SGlOI0-81.-2-ESMT-O2434394 n AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO 60F9 0000.1. A. taro" Proshuann Law Or wow. do nw.by arnew trot this WOW lal$ Naar ram Mr 410511 Ma oaf D222230632 Page 13 of 15 MAIN 0 MATCH LINE (SEE SHEET 8 OF 9) I, FRO MON i-- I 1 III r ESMT I --1-1 14- CFI 1 PERMANENT WATER FACILITY EASEMENT 372,964 SF 8.562 ACRES TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT FNOCONC � 1 MON �( /- 5/B' FIR W/-/ R It — I 1 ASSOC LP CAP WILLABSTRAITSON NO. 2 4SURVEY A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT 3 rfi 0 N 1ABSTRR CO RAOT NOURvEY 2224 FND MON LAID OVER APPROX. ABSTRACT LINE 4 5I I 6 I 7 8 SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C. T. VOL. 12624, PG. 92 BEARING/DISTANCE TABLE S85' 24' 54'W 130.94' S87' 03' 34°W 908.91' N87' 03' 34"E 897.06' N86' 03' 34°E 111.38' S03' 56' 26°E 28.50' L----TEMPORARY N—CONSTRUCTION m EASEMENT BY -4 a. SEPARATE a o INSTRUMENT FND MON REMAINS 9 101 11 12 13 N86' 03' 34"E 35.00' NO3' 56' 26"W 28.50' N84' 24' 54'E 139.93' N83' 24' 54"E 229.161 N85' 24' 54"E 129.72' RVEY WILLIAM ABSTRACTS NO. 1107ON U APPROX. ABSTRACT LINE 584' 24' 54°W 139.12' 583' 24' 54"W 229.46' MATCH LINE (SEE SHEET 6 OF 9) NOTE: PARKER COUNTY TARRANT COUNTY 0 200 400 600 SCALE: 1"=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. 1 3 5 EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR GO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 PARKER COUNTY & TARRANT COUNTY TEXAS a Basis of Bearing is (NM) 83) (1983) Texas ConnOnate System Texa North Central Zone (4202). base. upon Leiter SmwfNel NeMVM system. Distances shown are surface values. uvng a sole FadOtf1.00012. HALFF 4000 FOSSIL CREEKn lanl aly-,4= IWIS FIRM HOO. WORM '�' 1 (CI) FIR • 2' SIR • PFC O.R. T.C. T. M.P.G. T. O.P.R.P.C. T. OGN: EX83104442ESMT*43439.dgn LEGEND WATER FACILITY FAFtrimnIT PROPOSED PROPERTY LWE EXISTIM PROPERTY LRIE ABSTRACT IYE PROPOSED FACFMENT EXLSUWC FATMONT CONTROL MONUMENT FOUND Wm Roo MN)) I2 SET HON ROO WITH YELLOW PLASTIC CAP STAMPED 'HALFF` PONT FOR A CORNER OFFKUL RECORDS OF TARRANT OUNTY TEXAS OFFICIAL RECORDS OF PARXER OUNTY TEXAS FISCAL OF JER COUNTY AS TEXA S. AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 7 OF 9 5�*S61pT41Cx'4LP � �o1 DOUGLASA.CALHOUN ,p.w.au.,,..1w9 4"-I; san 9 56o r; AND 6 '° nouslas none on e.ed.,ma Lied Surveyor. so aey wetly Mar noir tndrpraocry str.l m am **a ..ourmy sm. °"n° '� ' D222230632 Page 14 of 15 2 Ey a TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT PERMANENT —'. WATER FACILITY, EASEMENT 8Y ti \ SEPARATE , • 1/2FIR/ LEANS N68' 31' 57'E 277.47' N82' 05' 49'E 175.68' PERMANENT WATER FACILITY EASEMENT 372,964 SF 8.562 ACRES I&GN RR CO SURVEY ABSTRACT NO. 2224 A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT ESMT 3--N)' /� S24' 19' 52'E 35.00' S68' 31' 25'W 283.38' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT S82' 05' 49'W 180.46' 90. TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT F m N1 0 H& T8 RR CO 648Y ABSTRACT NO. APPROX. ABSTRACT LINE SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PC. 1765 D.R.P.C. T. VOL. 12629, PG. 92 O.R. T.C.T. SURVEY IpgNRR TRAOTONO. 2p02 CO APPROX. ABSTRACT LINE VT MATCH LINE (SEE SHEET 7 OF 9) NOTE: Z 0 200 400 600 MINIM SCALE: 1 "=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. J EXHIBIT B — PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274. HENRY LANE SURVEY, ABSTRACT No. 928 & THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 IN PARKER COUNTY & TARRANT COUNTY TEXAS Bass of Bearing's (NA) 83) (1993) Texas Coualnale System, Texas NoODCNMd Zone (4202), based upon Lora SmartNel Network system. °Stances shawl are surface values, usig a scale !actor ofl.00R 2. '; N HALFF 4000 FOSSt CR▪ EEKBLVO. FORT WORTH, TEXAS 76137 (110)e4T-I422 TORS NRA HO. 1002960S LEGEND WATER FACILITY EASCIE/1T PROPOSED PROPERTY UYE EIOSTNG PROPERTY LNE ABSTRACT UK c PROPosED EASEMENT E»STPG EASEMENT ICM) CONTROL MONUMENT FR IOU® NON ROD MIDI 1/2'SR � PFC O.R.P.C. T. O.P.R.P.C. T. 1 DGN: E0101045L-2ESMT#43139.dgn /2' SET CON ROO WITH YELLOW PLASTIC CAP STAMPED 'HALM WIT FOR A CORNET, OFFlOAL RECORDS OF TARRANT OONTY TEXAS OFi1DAL RECORDS OF PMXER RUNTY TEXAS PARKER COWJTY P✓E AS OR AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO' 80F9 • oeao+ s. - Aeaat.r.e a eta: ea,a Strveyar. do none" a.tl�tnat lift o S 03 O r undo -*Pared sservLm""a'C u.actr,,. D222230632 Page 15 of 15 0 A 1 ESMT 1 ESMT 2 ESMT 3 MEMORANDUM OF NATURAL GAS, GAS LIFT. AND PRODUCED WATER PIPELINE EASEMENT BARNETT GATHERING, LP SO'PIPELINE EASEMENT EXHIBIT 0 DOC. NO. 0212060611 Q.P.R. T.C. 7. ANO VOL 2902, PG. 1589 O.R.P.C.T RECORDING MEMORANDUM OF EASEMENT AGREEMENT TEXAS EXPRESS PIPELINE LLC 30' PERMANENT INGRESS/EGRESS EASEMENT DOC. NO. 201300618 O.P.R.P.C. T. MEMORANDUM OF NATURAL GAS PIPELINE EASEMENT SOUTHWESTERN GAS P8'ELINE. INC. 30' EASEMENT VOL. 2069. PG. 1577 A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT • • • SPECIAL WARRANTY [EEO WASH RANCHES L/SOTEO PARTNERSHP VOL 1699, PG, 1765 OT. VOL. 126242624, PG 92 U..2TGT. ✓ W F Z Z O CJ u u w a cc CK EL a PARENT TRACT EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8,562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY. ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT Na 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 8 THE SA&MG RR CO SURVEY, ABSTRACT No.1479 PARKER COUNTY & TARRANT COUNTY TEXAS S Basis of Searing is (HAD OO) (1991) Texas C gimle System. Tesa North Central zone (4202), based upon leloa SmaWNel Network system. Distances Sham am slbam values, using a sale Tailor o11.000 2. Ism HALFF 40ao FOSSL rofM GLVO. TOPLFORTWOR1n19r AS Te127 (AMe4744n FIM NO. PERMANENT WATER FACILITY EASEMENT 2 i LEGEND WATER FACILITY EASEMENT PROPOSED PROPERTY LINE EXISTING PROPERTY UE —�— ABSTRACT LIE PROPOSED EASE/ENT EASING EAsENEHE CONTROL MONW[NT FORA) NON ROO MO/ I2 SET NON ROO WITH YELLOW PLASTIC CAP STANPEO 'NLLFF' POST FOR A CORNER OFFICIAL RECORDS OF TARRANT COUNTY TEXAS County EX OFFICIAL TREEC SROS OF PARKER PEER o IIW Y PUBLIC FTEEXAS OF i (CHI E61 • 1/2' SIR • PFCO O.R.P.C.T O.P.R.P.C.L DGN:EXH010-W1-2ESM -0543139.6ga AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 9 OF 9 * °l • DOUGLASA,CA000N 5619 ,ot'7,1! I4NO $ua'4 ova„ cw A c.. _ Filenren4L4na D222230631 09/20/2022 10:59 AM Page: 1 of 15 Fee: $75.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records • 1.01 MARY LOUISE NICHOLSON COUNTY CLERK 202235091 EASEMENT Total Pages: 16 CPN 103428 South Westside V Water Transmission Main Parcel # 2 PWFE HT & B RR CO SURVEY, Abstract No. 648,1 & GN RR CO SURVEY, Abstract No. 2002, 1 & GN RR CO SURVEY, Abstract No. 2224 WM. ROBINSON SURVEY, Abstract No. 1107, WM. ROBINSON SURVEY, Abstract No. 1274, HENRY LANE SURVEY, Abstract No. 928, SA & MG RR CO SURVEY, Abstract No. 1479 PARKER COUNTY AND TARRANT COUNTY, TEXAS STATE OF TEXAS COUNTY OF PARKER § § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH PERMANENT WATER FACILITY EASEMENT DATE: C1'1 i—PRO l GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS ST. FORT WORTH, TARRANT COUNTY, TEXAS 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a 4 -page metes and bounds description, and Exhibit "B", consisting of a 5 -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development Agreement"), as amended, hereby grants sells, and conveys to GRANTEE, its successors and assigns, a permanent easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Water Main Facility (hereafter referred to as the "Facility") within the Easement Property. The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to, manholes, manhole vents, lateral line connections, valves, transmission and Permanent Water Facility Easement -Walsh Rev. 20220203 D222230631 Page 2 of 15 202235091 09/23/2022 01:32:57 PM Page 2 of 16 reclaimed water pipelines, water meters, junction boxes in, upon, under and across a portion of the GRANTOR'S property as more fully described in Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing the Facility, but only through the Easement Property or on other routes across the GRANTOR'S property approved in writing by GRANTOR prior to commencement of construction of the Facility by GRANTEE. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of GRANTOR'S roads. Within 60 days after completion of construction of the Facility, GRANTEE shall cause its contractors to restore such roads to substantially the same condition in which they existed prior to construction of the Facility, at no cost to GRANTOR. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property and approved roads. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted, provided, however, that GRANTOR covenants and agrees it will not use the Easement Property, nor allow third parties to use the Easement Property, in a manner that interferes with the operation, repair, or maintenance of the Facility. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights -of -way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating an the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry Permanent Water Facility Easement -Walsh Rev. 20220203 D222230631 Page 3 of 15 202235091 09/23/2022 01:32:57 PM Page 3 of 16 on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES property arising from the performance of any of the terrns and conditions of this Easement. Ili) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Surface and Subsurface Crossings of Easement Property. GRANTOR may construct and maintain one or more concrete, asphalt, gravel or other improved driveway(s), road(s), parking area(s) or railway(s), as well as private storm drainage laterals and facilities, electrical lines, irrigation or other water lines, pipelines and other private or third -party utilities (collectively, the "Permitted Crossings") on the Easement Property, provided, however, (a) that each Permitting Crossing (other than parking areas) crosses the Facility at an angle between 45 degrees and 90 degrees, (b) that the Permitted Crossing does not interfere with the operation and maintenance of the Facility, (c) that GRANTOR has submitted plans for any Permitted Crossing within the Easement Property to GRANTEE for approval, which approval will not be unreasonably delayed, conditioned or withheld, (d) that any Permitted Crossing will be constructed with separations determined solely and reasonably by GRANTEE to be sufficient to protect the Facility, that no such separation shall be less than any statutory required minimum, and (e) that any measures determined solely by GRANTEE to be necessary to protect or relocate the Facility as a result of any Permitted Crossing shall be at the sole cost and expense of GRANTOR. v) Fences and Landscaping within Easement Property. GRANTOR may (a) build fences (unless construction of such fences requires a building permit, in which case Grantor must first obtain written consent for such fence from GRANTEE'S Water Department Director) within the Easement Property, and (b) landscape the surface of the Easement Property, but shall not have the right to plant trees or place hardscape (such as fountains, walls, or retaining walls) on the surface of the Easement Property without first obtaining the prior written consent for such hardscape from GRANTEE'S Water Department Director. Notwithstanding the foregoing, any fence constructed by GRANTOR across the Easement Property must not restrict GRANTEE's access to, along, or through the Easement Property and must, at a minimum, include 20' gates insta led perpendicularly to the boundary of the Easement Property. vi) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of Permanent Water Faarty Easement -Walsh Rev. 20220203 D222230631 Page 4 of 15 202235091 09/23/2022 01:32:57 PM Page 4 of 16 fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. GRANTOR shall also have the right to modify grades over the Facility by lowering pre-existing grades up to one foot or raising pre-existing grades up to three feet, provided that GRANTOR provides GRANTEE with prior notice of such grade modification, and in those cases where GRANTOR has submitted plans to modify grades over the Facility by more than the amounts stated above, provide additional protection of the Facility on a case -by -case basis as determined by GRANTEE. vii) Relocation of Facility. GRANTOR, at its expense, shall have the right to relocate any Fatality installed pursuant to this Easement provided that the level of service provided by such Facility at the new location will not be impaired or disrupted in any respect either in the process of such relocation or after the completion thereof, and subject to GRANTEE'S approval of plans for the relocated Facility (including plans for mitigation of risk during such relocation), not to be unreasonably delayed, conditioned or withheld. viii)Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns forever. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] Permanent Water Facility Easement -Welsh Rev. 20220203 D222230631 Page 6 of 15 202235091 09/23/2022 01:32:57 PM Page 5 of 16 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner Dickerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF PARKER BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. //;; GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of `7'13--aoRA Public in and for the State of Texas BEXIE NOBLES Notary Pubic, State of Texas Comm. Expires 06-07.2023 Notary l013204280.4 Permanent Water Fatlity Easement -Walsh Rev. 20220203 D222230631 Page 6 of 15 202235091 09/23/2022 01:32:57 PM Page 6 of 16 ACCEPTED BY: GRANTEE: City o .rt W.rth By (Signature): / 6{( Q (Print Name) Steve Cooke (Title) Property Management Director APPROVED AS TO FORM AND LEGALITY By (Signature): (Print Name) Wry Many (Title) ,Ansgren.n- Cnv Anorta+ev ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of ( p%g W1i1tX'q,O». JASMINE LOMELI Notary Pubtlastate of Texas Tarrant Canty Notary ID #133496214 Corambs a Exp, DEC. 20,2025 Permanent Water Facility Easement -Walsh Rev. 20220203 Not4ry Public and for the State of Texas D222230631 Page 7 of 15 202235091 09/23/2022 01:32:57 PM Page 7 of 16 EXHIBIT A PERMANENT WATER FACILITY EASEMENT 2 Being a tract of land in the HT&B RR CO Survey, Abstract No. 648, the I&GN RR CO Survey, Abstract No. 2002, the I&GN RR CO Survey, Abstract No. 2224 the William Robinson Survey, Abstract No. 1107, the William Robinson Survey, Abstract No.1274, the Henry Lane Survey, Abstract No. 928, and the SA&MG RR CO Survey Abstract No. 1479 in Parker County and Tarrant County, Texas, being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765 in the Deed Records of Parker County, Texas (D.R.P.C.T.), being a part of that called 20.32 acre tract of land described in Deed to Mary D. Fleming Walsh as recorded in Volume 426, Page 576 D.R.P.C.T., being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 12624, Page 92 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the southeast corner of said Walsh Ranches tract, from which a smooth 5/8-inch found iron rod at the intersection of the east line of said Walsh Ranches tract and the southerly right-of-way line of interstate Highway 20 (variable width right-of-way) bears North 00 degrees 00 minutes 32 seconds East, a distance of 5,287.90 feet; THENCE North 58 degrees 43 minutes 25 seconds West, a distance of 172.18 feet to the POINT OF BEGINNING; THENCE North 10 degrees 53 minutes 13 seconds East, a distance of 35.00 feet to a point for comer THENCE North 79 degrees 06 minutes 47 seconds West, a distance of 25.34 feet to a point for comer; THENCE North 80 degrees 35 minutes 06 seconds West, a distance of 2,085.01 feet to a point for comer, THENCE North 37 degrees 35 minutes 06 seconds West, a distance of 30.36 feet to a point for comer, THENCE North 39 degrees 35 minutes 06 seconds West, a distance of 389.56 feet to a point for corner, THENCE North 86 degrees 35 minutes 06 seconds West, a distance of 389.87 feet to a point for comer; THENCE South 87 degrees 24 minutes 54 seconds West, a distance of 466.74 feet to a point for comer; THENCE North 88 degrees 35 minutes 06 seconds West, a distance of 416.19 feet to a point for corner; 1 of D222230631 Page 8 of 15 202235091 09/23/2022 01:32:57 PM Page 8 of 16 THENCE South point for corner; THENCE North point for comer; THENCE South for comer; THENCE South point for corner; THENCE South point for comer; THENCE South point for corner; THENCE South point for corner; THENCE South point for comer; THENCE South point for comer, THENCE South point for corner; THENCE South point for comer; THENCE South point for corner, THENCE South point for comer; THENCE South point for comer; THENCE South point for comer; THENCE South for comer; 89 degrees 24 minutes 54 seconds West, a distance of 1,109.35 feet to a 88 degrees 35 minutes 06 seconds West, a distance of 210.56 feet to a 89 degrees 24 minutes 54 seconds West, a distance of 71.52 feet to a point 87 degrees 24 minutes 54 seconds West, a distance of 263.83 feet to a 85 degrees 24 minutes 54 seconds West, a distance of 130.94 feet to a 83 degrees 24 minutes 54 seconds West, a distance of 229.46 feet to a 84 degrees 24 minutes 54 seconds West, a distance of 139.12 feet to a 86 degrees 03 minutes 34 seconds West, a distance of 764.53 feet to a 88 degrees 03 minutes 34 seconds West, a distance of 1,132.48 feet to a 76 degrees 03 minutes 34 seconds West, a distance of 419.72 feet to a 87 degrees 03 minutes 34 seconds West, a distance of 908.91 feet to a 40 degrees 03 minutes 34 seconds West, a distance of 441.60 feet to a 84 degrees 05 minutes 49 seconds West, a distance of 550.02 feet to a 82 degrees 05 minutes 49 seconds West, a distance of 180.46 feet to a 68 degrees 31 minutes 25 seconds West, a distance of 283.38 feet to a 24 degrees 19 minutes 52 seconds East, a distance of 35.00 feet to a point 2of9 • D222230631 Page 9 of 15 202235091 09/23/2022 01:32:57 PM Page 9 of 16 THENCE North 68 degrees 31 minutes 57 seconds East, a distance of 277.47 feet to a point for corner; THENCE North 82 degrees 05 minutes 49 seconds East, a distance of 175.68 feet to a point for comer; THENCE North 84 degrees 05 minutes 49 seconds East, a distance of 563.56 feet to a point for corner; THENCE North 40 degrees 03 minutes 34 seconds East, a distance of 440.54 feet to a point for corner; THENCE North 87 degrees 03 minutes 34 seconds East, a distance of 897.06 feet to a point for corner; THENCE North 76 degrees 03 minutes 34 seconds East, a distance of 419.42 feet to a paint for comer, THENCE North 88 degrees 03 minutes 34 seconds East, a distance of 1,129.41 feet to a point for comer THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 111.38 feet to a point for comer, THENCE South 03 degrees 56 minutes 26 seconds East, a distance of 28.50 feet to a point for corner, THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 35.00 feet to a point for comer, THENCE North 03 degrees 56 minutes 26 seconds West, a distance of 28.50 feet to a point for corner, THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 619.27 feet to a point for comer; THENCE North 84 degrees 24 minutes 54 seconds East, a distance of 139.93 feet to a point for comer; THENCE North 83 degrees 24 minutes 54 seconds East, a distance of 229.16 feet to a point for comer; THENCE North 85 degrees 24 minutes 54 seconds East, a distance of 129.72 feet to a point for comer; THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 262.60 feet to a point for comer, 3of9 D222230631 Page 10 of 16 20223.5091 09/23/2022 01:32:57 PM Page 10 of 16 THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 70.29 feet to a point for comer; THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 210.56 feet to a point for comer, THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 1,109.35 feet to a point for corner; THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 416.80 feet to a point for comer; THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 466.13 feet to a point for corner; THENCE South 86 degrees 35 minutes 06 seconds East, a distance of 372.82 feet to a point for comer, THENCE South 39 degrees 35 minutes 08 seconds East, a distance of 373.73 feet to a point for corner; THENCE South 37 degrees 35 minutes 06 seconds East, a distance of 43.54 feet to a point for comer; THENCE South 80 degrees 35 minutes 06 seconds East, a distance of 2,098.34 feet to a point for comer; THENCE South 79 degrees 06 minutes 47 seconds East, a distance of 24.89 feet to the POINT OF BEGINNING AND CONTAINING 372,964 square feet or 8.562 acres of land, more or less. A plat accompanies this legal description. Basis of bearing is NAP 83 (1993) Texas Coordinate System, Texas North Central Zone (4202), based upon Leica SmartNet Network system. Distances shown are surface values using a scale factor of 1.00012. 4of9 13222230631 202235091 09/23/2022 01:32:57 PM Page 11 of 16 Page 11 of 15 N. u. i ROBINSON SURVEY S86' WIL 373.73' E MATCH LI (SEE SHEET 6NOF 9) 35' 06'E 11 LRAM . 1274 372,82' ABSTRACT NO S39' 35' 06"E L, A S37' 35' 06'E r 43.54' PERMANENT WATER FACILITY EASEMENT 372,964 SF 8.562 ACRES ESMT 1 1 HENRY S NO R9 8Y g M ABSTRACTQ w • w ▪ t APPROX. ABSTRACT LINE 0 6 C0 RRAT 0 SA&tnC AS POINT OF BEGINNING N58 43' 25'W 172.18' I/2' FIR (CM) A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT M 1�((n---TEMPORARY YI CONSTRUC EASEMENTTION BY n SEPARATE 1 r NNT STRUME I ' ' I 15 1 ' © 1 1111 1 I /4 N86' 35' 06'W 389.87' APPROX. ABSTRACT LINE N39' 35' 06'W 389.56' N37' 35' 06' W 30.36' TEMPORARY 1 CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT Eo. 00 co O . N co SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 O.R.P.C. T. VOL. 12624, PG. 92 O.R. T.C.T. :11 BEARING/DISTANCE TABLE 1 NIO' 53' 13'E U 35.00' N79' 06' 47'W 25.34' S79' 06' 47'E 24.89' ESMT I NO0'00'32°E 5,287.90' POINT OF ( NOTE: COMMENCING n EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HUB RR CO SURVEY, ABSTRACT No. 648, 1&GN RR CO SURVEY. ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILUAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SABMG RR CO SURVEY, ABSTRACT No. 1479 M PARKER COUNTY & TARRANT COUNTY TEXAS TRACT LOCATION 1 LOCATION MAP N T.S 1 1 S/0' FIR SMOOTH CM) elmwma 1 0 SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. Eased upm Lira &N NAIHERwv,R system Distances down am sTexas coarronase System Tessa urface values, usi ng Central Zonea sob recta of 1 D0012 HALFF PFC O O.R.T.C.T. O.R.P,C.T. O.P.R.P.C.T OGN: E1W01014L-2ESMT4143439Agn ( LEGENU WATER FACLITY EASEMENT PROPOSED PROPERTY LNE ..o�—.. MINA PROPERTY IJE OMaSOISIO00410 0 SOO 01 ABSTRACT LNE --- PROPOSED EASEMENT -- -- p°STNo EASFAf1R (CM) COIDROL MOtULNT FJi • FORM ROM ROO MMI 1/2' SIR • I/T SET IRON ROE) WITH YELLOW P.A%IC CAP STAMPED TMLFF' FONT FOR A CORER OFFICIAL RECORDS OF TARNISH' COUNT' TEXAS OFFICIAL RECORDS Cf PARKER COUNTY TEXAS C{THML PUBLIC RECORDS OF INNER COIMY TPYAS AVO: 43439.001 i • 1 t • • Z 200 400 600 SCALE: 1"=400' Owosso A. .P.N„N.a wn� Wu,. m FFOSSILCREOWw.v FoarwoAA r1. 15 min (lunar-un DATE: AUGUST 16, 2022 PAGE NO.: 5OF9 D222230631 202235091 09/23/2022 01:32:57 PM Page 12 of 16 Page 12 of 15 N87' 24' 54'E 262.60' S88' 35' 06'E 210.56' MATCH LINE (SEE SHEET 7 OF 9) I ESMT 1 111 I�11 ESMT 2 PERMANENT WATER FACILITY EASEMENT 372,964 SF _8.562 ACRES WILLABSTRACITSN� SURVEY A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT 5/B•FIR W/ DUNAWAY ASSOC LP CAP S86' 35' 06'E 372.82' N86' 35' 06'W 389.87' m w m O SST 24' 54'W 263.83' N88' 35' 06'W - 210.56' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT N88' 35' 06'W 416.19' S87' 24' 54'W 466.74' (SEEMSHEET L5NE OF 9) NOTE: SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 16994 PG. 1765 D.R.P.C. T. VOL. 12624, PG. 92 O.R.T.C.T. BEARING/DISTANCE TABLE S89' 24' 54'W 71.52' S85' 24' 54'W 130.94' N85' 24' 54'E 7 129.72' N89' 24' 54'E 70.29' 0 200 400 600 SCALE: 1'=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN TIC Hi&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILUAM ROBINSON SURVEY, ABSTRACT No. 1107, WILUAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SABMG RR CO SURVEY, ABSTRACT No. 1479 01 PARKER COUNTY & TARRANT COUNTY TEXAS Basis al Sawing Is (NM 83) (10O3) Texas Can W ele System. Tan Nast CaKN Tans (4202), baud to, Lea smaNM NaMak sye..n. Demme Ryan ore surface Woos. wag a Sale T6ea allA0012. 04 tu. �FF opt) FOSLt CRLEIOUNn FpRvronDLTIXA 76137 UI7)1040,1472 TEPI.S IIfiNO. 1002B106 • LEGEND ' WATER FAMITY FAFneNT - -- PROPOSED PROPERTY LEE - -- EXISTING PROPERTY IlE _ ABSTRACT LNE — PROPOSED EASEMENT COSMO EASEMENT I(2U) CONTROL MONUMENT FIR FORE1 Atli ROD NMIOI 1/2' SR • RAR SP STAMPED o YELLOW NAEU T G CCF'' PFC 0 POW FOR A COMER O.R. T.C. T: OFFltlIl RECTOS OF TARRANT COVNTT TOGS OSP.C. T. CIX TEXAS OF PARKER O.P.R.P.C.T. P° RaER Tr "Eccem TEXA s °F DGN: E010101 t•2-ESMT4243139.dgn AVO: 43439.001 DATE: AUGUST 16. 2022 PAGE NO.: 6 OF 9 ,lawna.,da'ay tint thw swwwan 'ts '�'L4°wa Lane. a astemarran da "6' D222230631 202235091 09/23/2022 01:32:57 PM Page 13 of 16 Page 13 of 15 2 g FND MON MATCH LINE SEE SHEET 8 OF 9) I,' 6 -1\% III 1 1� WI Ib�- ESNT 1 NA : RN 00 i1 I 5 1 tGsRvEY ri RR GO AOT NOU2224 A65 FRO MON LMO OVER APPROX. ABSTRACT LINE SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C. T. VOL. 12629, PC. 92 O.R.TC.T. PERMANENT WATER FACILITY EASEMENT 372,964 SF 8.562 ACRES `I 1owR — I 4W141 1 1. v / zr -3 I 4'PI ia_ 1 TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT 0 8 10 1 FND CONIC MON 5/8'FIR w/ OUNAWAY ASSOC LP CAP WILLABSTRACTSN� 274VEY A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT 1 I t r O 4 0 BEARING/DISTANCE TABLE S85' 24' 54'W 130.94' S87' 03' 34'W 908.91' N87' 03' 348E 897.06' Fri I 1 N86' 11.303'8348E ' 18 T SO32856' 264E �.1 TEMPORARY 13 CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT 9 Ito N86' 03' 348E 35.00' NO3' 56' 26'W 28.50' 11 N84' 24' 548E 139.93' 12 N83' 24' 54'E 229.16' N85' 24' 548E 13 129.72' WILLAB5 ROBINSONCSURVEY17 FND MON REMAINS APPROX. ABSTRACT LINE PARKER COUNTY S84' 24' 54'W 139.12' S83' 24' 54'W 229.46' MATCH LINE (SEE SHEET 6 OF 9) EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, ISSN RR CO SURVEY, ABSTRACT No. 2002, (SON RR CO SURVEY, ABSTRACT No. 2224 WIWAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, HENRY LANE SURVEY. ABSTRACT No. 928 & THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 PARKER COUNTY & TARRANT COUNTY TEXAS 3 Oasts of Bearing is MEMO t3) (1893) Tons Cowlings System, Teas North Gets/Zone (42). baud upon Lea BmanNol Network s)Rem. Distances shown an surfaceams. wNine a ua Rfads&F1A0012. II MI p HALFF = 4000 FOSSIL CRUX BLVO. FORT MATH. TEXAS 7(I I (Bnl N14•22 1BPLSFIRMNC. 1WZiWS TARRANT COUNTY 0 200 600 SIM SCALE: 1"=400' NOTE: SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. LEGEND WATER FACILITY EASOEIIT PROPOSED PROPERTY LAE EASING NNPFNFT Lot ABSTRACT LKE PROPOSER EASFIENI Borneo EASpEeT CONTROL INEIR IIY FOD RM ROD Rem rush MON ROO PEED WISP PONT FOR A CORNER e nem. RECORDS OF Tamil CORM TEXAS �TAL Y RECORDS OF PARSER PARKER CO RY TEXAS S Of 1 ICMI FIR • I/2' SIR • FTC O O.A. T.C. T. O.R.P.C. T. O.P.R.P.C. T. DON: EXIBICWNR.ESMT-03'434394 AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 7OF9 ohnclatrar. .gt.In m� miCmorcrgia. D222230631 202235091 09/23/2022 01:32:57 PM Page 14 of 16 Page 14 of 15 ESM7 2 ESMT 1 V\, I PERMANENT • 'C WATER FACILITY iiic EASEMENT BY/ `\ SEPARATE i \ INSTRUMENT ///i / ,� \ ESMT 3� � %. N‘\ e TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT 1/2'FIR". LEANS N68' 31' 57'E 277.47' N82' 05' 49'E 175.68' PERMANENT WATER FACILITY EASEMENT 372,964 SF 8.562 ACRES 3 r !&GN RR CO SURVEY ABSTRACT NO. 2224 tt A LEGAL DESCRIPTION ACCOMPANIES TIES EXHIBIT S24' 19' 52'E 35.00' 568' 31' 25'W 283.38' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT S82' 05' 49'W 180.46' TEMPORARY --CONSTRUCTION INa inD S01 EPARATE T BY ILLAO Ooul INSTRUMENT tato `°'- D. Lo I m _a 1 kW Mitt i 1 1; sloe o3- F' co • 0 co W 13 to to O 1 0 03 MATCH LINE (SEE SHEET 7 OF 9) EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WIUJAM ROBINSON SURVEY. ABSTRACT No. 1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 PARKER COUNTY & TARRANT COUNTY TEXAS s Baste ofBeamlp"a (NAO 83) (1993 Texas Coordinate system. Tax* NON Canon! Zeros (4202). based tom l.ei a Smaa4el Mead* system. O Ia,oes MONO are surface values. using a se ATacky N1A0012 HALFF 6 .000 Tossm. CREEK Siva FONTt 7613? min u71422 TIPIS Hgg$RR TRAC �NO. 648svPEY APPROX. ABSTRACT LINE SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 VOL. 12624, PC. 92 O.R.T.C.T. :17N iREY AC pg4T J Z CO APPROX. ABSTRACT LINE 0 200 400 600 SCALE 11=4001 NOTE: SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. I EGEND WATER FACILITY EASEd4NT PROPOSED PROPERTY LEE EAISTNO PROPERTY LOPE ..—.•ARSTRACr LXXE —�PROPOSED EASEMENT -- — EOM EASEMENT (CN) CONTROL NONIMENT FOi♦ FIXNO IRON ROO WHO/ I/r SIR • PLASTIC CAP STAMP 0 *HALM PFC 0 POINT FOR A CORNEA O.R.T.C.T. �TYLTREI9RIISKTARRANT D.R.P.C. T. OPO MTY rc(Conos OP PARXER O.P.R.P.C.T. PC uultS !testes or DGN: Wg16WL4ESVT-0N3199.do: 1 AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 8 OF 9 • Q' tgLirs Iy• DOUGL&S A. CAI.HOUN », LC 49Wt", A •-___ SURY'N wwa. a.aeiFi r 'a1" a'" eat .« 1 . tan ward D222230631 202235091 09/23/2022 01:32:57 PM Page 15 of 16 Page 16 of 16 a ESMT ESAIT 2 ESMT 3 MEMORAACUM OF NATURAL GAS. OAS L.FT. APO PROOUCEO WATER PIPELINE EASEMENT BARNETT GATNERLNG. LP 50 P1PELWE EASEMENT EXHIBIT 0 ROC. N0. 0212068611 0. PR. T.C. T. AND VOL. 2902. PG. 1589 D.R.P.GT RECORDING MEMORANDUM OF EASEMENT AGREEMENT TEXAS EXPRESS PPPELME LLC 30' PERMANENT AG'RE$5/EGRES$ EASEMENT ROC. NO. 20130061E OPRP.C. T. MEMORANDUM OF NATURAL GAS PIPELINE EASEMENT SOUTHWESTERN GAS PMELR.E. INC. 30' EASEMENT VOL. 2069. PC. 1577 OP.R.P.C.T. • • \ • •• ( 1\ ` ` 1 \ Ns.4F, WALSH ROAMERWARRANTY � PARS VOL. 1699, PG: 1765 V04624 PG 92 O.RT.h r. i I A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT 9r„, 67. \*N \ N >- ,- z 3ci ce cal Z mic a a 1 iiPERMANENT 1 N WATER FACILITY EASEMENT 2 1 PARENT TRACT N.T.S. EXHIBIT B - PERMANENT WATER FACILITY EASEMENT 2 - 8.562 ACRE TRACT SITUATED R THE HT&B RR CO SURVEY, ABSTRACT No. 648, 'SIGN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224, WILTIAM ROBINSON SURVEY, ABSTRACT No. 1107, WI WAM ROBINSON SURVEY, ABSTRACT No.1274, HENRY LANE SURVEY, ABSTRACT No. 928 & THE SA6.MG RR CO SURVEY, ABSTRACT No. 1479 R PARKER COUNTY & TARRANT COUNTY TEXAS et Bating s (EAR®)(106n1T�0'4000 open d2. SmaNaS Ywka.DG is 1 Ali values, a �6 factor m,noDTt 11 HALFF AYm EOOSRCREEK 00a 0000 N0. 111 MY/ M4T4NT-u?A 1 4EG53 PATER FA111TY 0.SOE0f PRGPORD PROPERTY U E Selene PRaf*00 let -- ABSTRACT LYE 60003*NT COSTING EASEMENT (CN1 FR • I/O SR • KC O O.R.T.C. T. °S.P.C.7 OGN: E4101001.2£15EI 46431394o 1 CONTROL MOMWOIT MID NON R60 0Y401 I/2 SET NON ROO NTH YELLOW PLASIYC CAP STAMPER 'MLLFF' PONT FOR A COINER OFFICIAL RECORDS OF TARRANT COUNTY TEXAS COFFXN OLNTY TEXASL RECORDS OF MIXER P6f.Nw100 [Pavan( 19007S S Di AVO: 43439.001 J Own. A. irensatriamene DATE: AUGUST 18, 2022 PAGE NO.: 90F 9 202235091 09/23/2022 01:32:57 PM Page 16 of 16 FILED AND RECORDED OFFICIAL PUBLIC RECORDS idfc 202235091 09/23/2022 01:32:57 PM Fee: $87.00 LIIa Deakle, County Clerk Parker County, Texas EASEMENT D222230633 09/20/2022 10:59 AM Page: 1 of 9 Fee: $51.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records,, fa,,sapetyS 1/41 MARY LOUISE NICHOLSON COUNTY CLERK CPN 103428 South Westside V Water Transmission Main Parcel # 6 TCE HENRY LANE SURVEY, Abstract No. 928 and SA & MG RR CO SURVEY, Abstract No, 1479 TARRANT COUNTY AND PARKER COUNTY, TX STATE OF TEXAS COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE l -13- aoaA GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a one -page metes and bounds description, and Exhibit "B", consisting of a two -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE'S Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230633 Page 2 of 9 It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of constructing the South Westside V Elevated Water Storage Tank and the South Westside V Water Transmission Main improvements (the "Facility"). All rights granted within this Temporary Construction Easement shall cease and automatically terminate on the earlier of (i) the date that is two (2) years after completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights -of -way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEES contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230633 Page 3 of 9 affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property Toss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the performance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. v) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vi) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230633 Page 4 of 9 This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230633 Page 5 of 9 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: STATE OF TEXAS COUNTY OF PARKER Ryan'bickerson, Vice President ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of 3 Ut' 2-0 . p wA BEXIE NOBLES 0Notary Public, State of Texas Comm. Expires 06-07-2023 Ness." Notary ID 13204280-4 TEMPORARY CONSTRUCTION EASEMENT-WALSN Rev. 20220204 or the State of Texas D222230633 Page 6 of 9 ACCEPTED BY: GRANTEE: City By (Signature): (Print Name)Steve Cooke, Property Management Director (Title) APPROVED AS TO FORM AND LEGALITY By (Signature): a� (Print Name) I4\4R KoarAv (Title) ASsSSAIVer fn,a Ate, ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of Ljpf ot{ mi' JQ&*' v 933,144,1 Nc ary Public in and for the State of Texas JASMINE LOMELI Notary PubfoState of Texas Tarrant County Notary ID #13349821-3 Commission Exp. DEC. 20, 2025 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230633 Page 7 of 9 EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT 6 Being a tract of land in the Henry Lane Survey, Abstract No. 928, and the SA&MG RR CO Survey Abstract No. 1479 in Parker County and Tarrant County, Texas, being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765 in the Deed Records of Parker County, Texas (D.R.P.C.T.), being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 12624, Page 92 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the southeast corner of said Walsh Ranches tract, from which a smooth 5/8-inch found iron rod at the intersection of the east line of said Walsh Ranches tract and the southerly right-of-way line of Interstate Highway 20 (variable width right-of-way) bears North 00 degrees 00 minutes 32 seconds East, a distance of 5,287.90 feet; THENCE North 48 degrees 38 minutes 04 seconds West, a distance of 187.27 feet to the POINT OF BEGINNING; THENCE North 10 degrees 53 minutes 13 seconds East, a distance of 25 00 feet to a point for corner; THENCE North 79 degrees 06 minutes 47 seconds West, a distance of 25.66 feet to a point for corner; THENCE North 80 degrees 35 minutes 06 seconds West, a distance of 1,037.74 feet to a point for comer; THENCE South 09 degrees 24 minutes 54 seconds West, a distance of 25.00 feet to a point for corner; THENCE South 80 degrees 35 minutes 06 seconds East, a distance of 1,037.42 feet to a point for corner; THENCE South 79 degrees 06 minutes 47 seconds East, a distance of 25.34 feet to the POINT OF BEGINNING AND CONTAINING 26,577 square feet or 0.6101 acres of land, more or less. A plat accompanies this legal description. 1 of 3 D222230633 Page 8 of 9 SURVEY HEABRTRATENO• 928 APPROX. ABSTRACT LINE PERMANENT WATER FACILITY EASEMENT BYINSTRUMENT SEPARATE ( ' .I iI I O ; 1 J ISOT 24' 54'W O ' ;I I 25.00' C) J I P C PFC Cr ' rol SASURVEY 7RR O RAT Np85 BEARING/DISTANCE TABLE j N10' 53' 13°E ` 25.00' S79' 06' 47'E 25.34' POINT OF BEGINNING N48' 38 04 W 187.27 POINT OF COMMENCING 4 /2 FIR CMI 1 I I1 1 NOTE: 0 on o co 1- 0 11 7,1 cc iii ea ee▪ li a • • 441 1' ALEDO g ¢\ / TRACT LOCATION t. I LOCATION MAP N T.S 1 SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C. T. VOL. 12624, PG. 92 O.R.T.C.T. TEMPORARY CONSTRUCTION EASEMENT 6 26,577 SF 0.6101 ACRES N79' 06' 47'W 25.66' ESMT i1 NO0'00'32'E 5,287.90' A LEGAL DESCRIPTION SEE SHEET 3 OF 3 FOR PARENT TRACT ACCOMPANIES THIS EMI T AND LIST OF EXISTING EASEMENTS 1 s/8• FIR SMOOTH (CM) 0 100 200 300 SCALE: 1 "=200' a a EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT 6 0.6101 ACRE TRACT SITUATED IN THE HENRY LANE SURVEY, ABSTRACT No, 928 AND THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 IN TARRANT COUNTY TEXAS 3 Basisof Bearing Ls (A/AI) 83)11901) Tara Coednale System Texa Norm Central Zona (4202), e based upon Lam SnadHet Network system. Distances shmm we surface agues, using a scale " famror+.000 2. 1 LEGEND TTEMPOORARYTCONSTRtUCT}ON -- PROPOSED P OPEATY LHIE EXST4 PROPERTY UNE -- ARSTRA T LINE PROPOSED EASEMENT EOSTNG EASEMENT CONTROL MOMJIENT FOUND IRON ROD MO) PL�CN STAPEDNW LASTIC AP TAMED ALR` PONT FOR A CORNER OFFICIAL RECORDS OF TARRANT COUNTY TEXAS �WRECORDOCF TYY TEXAS PARKER A• RK• ER COOUNTY PUBLIC TEEOAS OF (CM) FT • 1/2' SIR • PFC O O.R.T.C.T. O.R.P.C.T. O.P.R.P.C. T. • Ems Ersi HALFF Y 4900 FOSAL CREEKOIw WORD -I, Was/tin (e17)e47.1 T60.FIRM Was/tin NO.1ro:ss65 sn DGN: IXH011-TCE6-143439.dgn AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 2 OF 3 StrAVY0f., are N Mgt VAS AAA D222230633 Page 9 of 9 3 ESMT MEMORANDUM OF NATURAL GAS. GAS LIFT, ANO PRODUCE° WATER PIPEUE EASEMENT OARAETT GATHERING. LP 50'PIPELBIE EASEMENT EXHIBIT 0 OOC. N0. 0212068611 T.C. T. ANO VOL. 2902. PG 1589 O.RP.C.T A LEGAL DESCRIPTION as ACCOMPANIES THIS EXHIBIT IL SPECIAL WARRANTY DEED WALSH RANC.%S LIMITED PARTNERSNP VOL 1699, PC. 1765 O.RP.C.T. VOL. 12624, PG. 92 OS. T.C.7. TEMPORARY CONSTRUCTION EASEMENT 6 PARENT TRACT N.T.S. EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT 6 0.6101 ACRE TRACT SITUATED IN THE HENRY LANE SURVEY, ABSTRACT No. 928 ANO THE SA&MG RR CO SURVEY, ABSTRACT No. 1479 IN TARRANT COUNTY TEXAS Basis of Hexing is (HAD 3)(1993)Tesas Coordinate System Tens North Ceuta Zone (4202), Eased upon Lela SmarlNet Ne(wo* system. Gstanoes slum we surface values, using a scale famr of 1.00012 HALFF. 4000 FOSSIL CRUD( �w FORT WORTH. P3137 (e17)547-1422 I (CIO FIR • I/2' SIR • PFCO O.R. T.C. T. O.R.P.C. T. O.P.R.P.C. T. DGN: E01011-TCE6-2 43439Agn LEGEND TEIFIORMITEMENCONSTRUCTION MAC PROPOSED PROPERTY LINE EXISIIM PROPERTY LIE ABSTRACT LINE PROPOSER EASFl+EPT EOSTMO FASFNFNT CONTROL MONAENT FCIRO IRON ROO RUOI 12• SET IRON ROD NITH YELLOW PLASTIC CAP STAAPEO MALFP PONT FOR A CORNEA OFFIOAL RECORDS OF TARRANT COUNTY TEXAS OFFICIAL RECORDS OF PARER OMIT TEXAS ireful CAL I%OLT REECIORDS Of AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 3 OF 3 L. Pwv� Corer, / D222230635 09/20/2022 10:59 AM Page: 1 of 15 Fee: $75.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records ��,,,,�. „�,ap MARY LOUISE NICHOLSON COUNTY CLERK CPN 103428 South Westside V Water Transmission Main Parcel # 7 TCE HT & B RR CO SURVEY, Abstract No. 648, I & GN RR CO SURVEY, Abstract No. 2002, I & GN RR CO SURVEY, Abstract No. 2224, WILLIAM ROBINSON SURVEY, Abstract No. 1107, WILLIAM ROBINSON SURVEY, Abstract No. 1274, HENRY LANE SURVEY, Abstract No. 928 TARRANT COUNTY AND PARKER COUNTY, TEXAS STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: q'/13 -2C .2;{i GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a 4 -page metes and bounds description, and Exhibit "B", consisting of a 5 -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the ' Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Tarrant County and Parker County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230635 Page 2 of 15 Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of constructing the South Westside V Elevated Water Storage Tank and the South Westside V Water Transmission Main improvements (the "Facility"). All rights granted within this Temporary Construction Easement shall cease and automatically terminate on the earlier of (i) the date that is two (2) years after completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads. This grant does not include the right to can-y onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal propertyon the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights -of -way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230635 Page 3 of 15 harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the performance of any of the terms and conditions of this Easement. ID) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash litter, garbage, refuse and debris. v) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vi) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230635 Page 4 of 15 otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230635 Page 5 of 15 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: RyaryDickerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF PARKER BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of / 7i o�(-V - ,gyp" ego, .BEXIENOBLES Notary Public, State of Texas y1 ay Comm. Expires 06-07-2023 for NotarylD 13204230-4 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 Public in and for the State of Texas D222230635 Page 6 of 15 ACCEPTED BY: GRANTEE: City of By (Signature): (Print Name) Steve Coeke, Property Managnment ni'ector (Title) orth APPROVED AS TO FORM AND LEGALITY By (Signature): /f0e-e-r 0 (/ (Print Name) M&rc Peq (Title) Asssn.wrC ry Atcgar:v ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of �g pkioiha )9,;0w1 JASMINE LOMELI Notary Publlo-State of Texas Tarrant County Notary ID #13349821-3 Commission Eq. DEC- 20, 2025 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 ANU ary Public in and for the State of Texas D222230635 Page 7 of 15 EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT 7 Being a tract of land in the HT&B RR CO Survey, Abstract No. 648, the I&GN RR CO Survey, Abstract No. 2002, the I&GN RR CO Survey, Abstract No. 2224, the William Robinson Survey, Abstract No. 1107, the William Robinson Survey, Abstract No. 1274, and the Henry Lane Survey, Abstract No. 928, in Parker County and Tarrant County, Texas, being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765 in the Deed Records of Parker County, Texas (D.R.P.C.T.), being a part of that called 20.32 acre tract of land described in Deed to Mary D. Fleming Walsh as recorded in Volume 426, Page 576 D.R.P.C.T., being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 12624, Page 92 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the southeast corner of said Walsh Ranches tract, from which a smooth 5/8-inch found iron rod at the intersection of the east line of said Walsh Ranches tract and the southerly right-of-way line of Interstate Highway 20 (variable width right-of-way) bears North 00 degrees 00 minutes 32 seconds East, a distance of 5,287.90 feet; THENCE North 77 degrees 34 minutes 09 seconds West, a distance of 1,895.99 feet to the POINT OF BEGINNING; THENCE North 09 degrees 24 minutes 54 seconds East, a distance of 25.00 feet to a point for corner, THENCE North 80 degrees 35 minutes 06 seconds West, a distance of 366.03 feet to a point for comer; THENCE North 37 degrees 35 minutes 06 seconds West, a distance of 20.95 feet to a point for corner; THENCE North 39 degrees 35 minutes 06 seconds West, a distance of 400.86 feet to a point for corner; THENCE North 86 degrees 35 minutes 06 seconds West, a distance of 402.05 feet to a point for corner; THENCE South 87 degrees 24 minutes 54 seconds West, a distance of 467.18 feet to a point for comer; THENCE North 88 degrees 35 minutes 06 seconds West, a distance of 415.75 feet to a point for corner; 1of9 D222230635 Page 8 of 15 THENCE South 89 a point for comer; THENCE North 88 point for comer; THENCE South 89 point for comer; THENCE South 87 a point for corner, THENCE South 85 a point for corner; THENCE South 83 a point for corner; THENCE South 84 a point for corner; THENCE South 86 a point for corner; THENCE South 88 a point for corner; THENCE South 76 a point for corner; THENCE South 87 a point for corner; THENCE South 40 a point for corner; THENCE South 84 a point for corner; THENCE South 82 a point for comer; THENCE South 68 a point for comer; degrees 24 minutes 54 seconds West, a distance of 1,109.35 feet to degrees 35 minutes 06 seconds West, a distance of 210.56 feet to a degrees 24 minutes 54 seconds West, a distance of 72.39 feet to a degrees 24 minutes 54 seconds West, a distance of 264.70 feet to degrees 24 minutes 54 seconds West, a distance of 131.81 feet to degrees 24 minutes 54 seconds West, a distance of 229.68 feet to degrees 24 minutes 54 seconds West, a distance of 138.54 feet to degrees 03 minutes 34 seconds West, a distance of 763.74 feet to degrees 03 minutes 34 seconds West, a distance of 1,134.67 feet to degrees 03 minutes 34 seconds West, a distance of 419.94 feet to degrees 03 minutes 34 seconds West, a distance of 917.37 feet to degrees 03 minutes 34 seconds West, a distance of 442.36 feet to degrees 05 minutes 49 seconds West, a distance of 540.35 feet to degrees 05 minutes 49 seconds West, a distance of 183.87 feet to degrees 31 minutes 25 seconds West, a distance of 286.98 feet to 2of9 0222230635 Page 9 of 15 THENCE South 65 degrees 40 minutes 08 seconds West, a distance of 147.35 feet to a point for corner; THENCE South 67 degrees 27 minutes 51 seconds East, a distance of 34.26 feet to a point for corner; THENCE North 65 degrees 40 minutes 08 seconds East, a distance of 123.31 feet to a point for corner; THENCE North 68 degrees 31 minutes 25 seconds East, a distance of 283.38 feet to a point for corner; THENCE North 82 degrees 05 minutes 49 seconds East, a distance of 180.46 feet to a point for corner; THENCE North 84 degrees 05 minutes 49 seconds East, a distance of 550.02 feet to a point for corner; THENCE North 40 degrees 03 minutes 34 seconds East, a distance of 441.60 feet to a point for corner; THENCE North 87 degrees 03 minutes 34 seconds East, a distance of 908.91 feet to a point for corner; THENCE North 76 degrees 03 minutes 34 seconds East, a distance of 419.72 feet to a point for corner; THENCE North 88 degrees 03 minutes 34 seconds East, a distance of 1,132.48 feet to a point for corner; THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 764.53 feet to a point for corner; THENCE North 84 degrees 24 minutes 54 seconds East, a distance of 139.12 feet to a point for comer; THENCE North 83 degrees 24 minutes 54 seconds East, a distance of 229.46 feet to a point for corner; THENCE North 85 degrees 24 minutes 54 seconds East, a distance of 130.94 feet to a point for corner; THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 263.83 feet to a point for corner; 3 of 9 D222230635 Page 10 of 15 THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 71.52 feet to a point for corner; THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 210.56 feet to a point for comer, THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 1,109.35 feet to a point for comer, THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 416.19 feet to a point for corner; THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 466.74 feet to a point for comer; THENCE South 86 degrees 35 minutes 06 seconds East, a distance of 389.87 feet to a point for corner; THENCE South 39 degrees 35 minutes 06 seconds East, a distance of 389.56 feet to a point for comer; THENCE South 37 degrees 35 minutes 06 seconds East, a distance of 30.36 feet to a point for comer; THENCE South 80 degrees 35 minutes 06 seconds East, a distance of 375.87 feet to the POINT OF BEGINNING AND CONTAINING 226,179 square feet or 5.192 acres of land, more or less. A plat accompanies this legal description. Basis of bearing is NAD 83 (1993) Texas Coordinate System, Texas North Central Zone (4202), based upon Leica SmartNet Network system. Distances shown are surface values using a scale factor of 1.00012. 4of9 D222230635 Page 11 of 15 a MATCH LINE (SEE SHEET 6 OF 9) WILLIAM ROBINSNN 1274VEY S86' 35' 06'E 389.87 ABSTRACT S39' 35' 06'E 389.56' S37' 35' 06'E / 30.36' S80' 35' 06'E 375.87' POINT OF BEGINNING N86' 35' 06'W 402.05' APPROX. ABSTRACT LINE N39' 35' 06'W 400.86' N37' 35' 06' W 20.95' N80' 35' 06'W 366.03' ESMT T N09' 24' 54'E HgBSTRAKir .- NO R928Y 1 ' 25.00' O I W Q u APPROX. ABSTRACT LINECO SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP I -1 VOL. D.R.P.C.T,1765 0 1(1 <i VOL. 12624, PG. 92 1 O,R. T.C. T. M' 'I CI -Z. 'a. TRACT LOCATION PERMANENT / WATER FACILITY EASEMENT BY SEPARATE INSTRUMENT GO 010 5�Af9 G RRGT NO & S1Rp F/2• p$ (CM) A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT �- TEMPORARY I CONSTRUCTION / EASEMENT BY / SEPARATE INSTRUMENT TEMPORARY CONSTRUCTION EASEMENT 7 226,179 SF 5.192 ACRES \ ESMT I1J POINT OF COMMENCING EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, 1&GN RR CO SURVEY, ABSTRACT No. 2224 WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, AND THE HENRY LANE SURVEY, ABSTRACT No 928 R1 PARKER COUNTY & TARRANT COUNTY TEXAS NO0'00'32'E 5,287.90' NOTE: LOCATION MAP N T.S f I u. 1 5/D- 1 SMOOTH ram_ i 0 200 400 600 SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. / LEGEND TOAPOHT R T R EASESETRACT PROPOSu) PROPERTY APE EXISTING PROPERTY LEE ABSTRACT LIE PROPOSED EASEAMHT COSMIC FA NERT CONTROL MONUMENT FOUND RNI ROD UN01 /2'SET RON ROO MTH YELLOW PLASTIC CH' STAMPED HALF,' OW FOR A ORNER OFF GAL TREECORDS OF TARRANT MITTEEO RECORDS OF PARXER OINTY TEXAS OFFICIAL PALE RECORDS OF PAR16R COUNTY T/EaS 5 Basis ofBeanngls(MAD 03)(1993) Texas Coordinate System, Texas North CeNealZone (4202). ,.. based upon Leia SmadNei NeNaM system olslanas shoAn are surface values, using a sa)e factor of1.00012- HALFFars FOSSIL CREEK &VD.FFONT NOOMA TEXAS 76137 (811)847- FIRM NO. 10029605 I EMI (CMG FIR • I/2'SIR • PFC O O.R. T.C. T. D.R.P.C.T. O.P.R.P.C. T. DGN: EXH012-TCE-P7-43439.dr AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 5 OF 9 SCALE: 1"=400' 3)°'a°' 6Cana" wn .0hbyw1fy t�aNee Mn and D222230635 Page 12 of 15 N85' 24' 54°E 130.94' MATCH (SEE SHEE N87' 24' 54'E I'' 263.83' N89' 24' 54°E 1 71.52' S88' 35' 06'E 210.56' ESMT 1 ----eel ESMT 2 WILLIAM ROBINSON SURVEY PERMANENT WATER FACILITY EASEMENT BY SEPARATE INSTRUMENT 5/8' FIR 'W DUNAWAY ASSOC LP CAP S86- 35' 06'E 389.87' A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT CO 2 szr v CO LINE T 7 OF 9) p S85' 24' 54'W 131.81' S87' 24' 54'W 264.70' S89' 24' 54'W 72.39' N88' 35' 06"W 210.56' SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C.T. VOL. 12624, PG. 92 O.R. T.C. T. TEMPORARY CONSTRUCTION EASEMENT 7 226,179 SF 5.192 ACRES N88' 35' 06'W S87' 24' 54'W 467.18' MATCH LN86' 35' 06"W �— 402.05" LINE NOTE: (SEE SHEET 5 OF 9) SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. z 0 200 400 600 SCALE- 1"=400' a EXHIBIT B -TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224 WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, AND THE HENRY LANE SURVEY, ABSTRACT No. 928 PARKER COUNTY & TARRANT COUNTY TEXAS Basis d Beanng is(NAO 1113)(1433) Texas Coamnale System, Texas North Ceseral Zone (4202). based upon Luca SroARR Net/AA system. aSISOCSs snag am surface valves, usilg asale raeaor 1.oW12 (CM, FR• I/21 SIR • PFC O O.R.T.C.T. O.R.P.C. T. O.P.R.P.C. T. LETENO Mite ARTrnCONSTRUCTIDN FieFIEACT PROPOSED PROPERTY INC EXISTING PROPERTY LRE ABSIMCT IJE PROPOSED FASFSSNT EASING EASEIENT conwa. MOMNENT FORE RON ROO RROI 1/2' SET RON ROO WIM YELLOW PLASTIC CAP STARRED 'RAIFF PONT FOR A CORNEA OFFICIAL RECORDS OF TARRANT COUNTY TEXAS CD RECORDS T TEXAS Of PARKER POFROAL CR PUBLIC v TEXAASos of IN HALFF 4000 FOSSIL LAND. FORT WORD. 7E4% 78137 (0I7)$4?-1413 TBPLSEIRAINO. IOO23605 OGN: E)0f012-TCE-7.2.13139.dgn AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 6 OF 9 t MOSS A.ym.-w e0YAeuvwa _ min iN. paresis ime fumy � under ay .a.vIMe" • at e,a.. D222230635 Page 13 of 15 1 t TEMPORARY CONSTRUCTION EASEMENT SEPARATE RY / INSTRUMENT LI FND MON MATCH LINE (SEE SHEET 8 OF 9) 1 111 1 11 1 ESMT I —T1 cuS 4 PERMANENT 1• WATER FACILITY EASEMENT BY SEPARATE I I INSTRUMENT ;_t I / 1 soN WILLABSTRABI! A LEGAL DESCRIPTION ACCOMPANIES MIS EXHIBIT I I I / ST— FNO CONC MON /B' FIR W/ ASSOC LP CAP SURVEY 1274 5 w �t MI 01 co tnr suRvey Ip85TRA�T NO GO 2224 FND MON LAID OVER APPROX. ABSTRACT LINE SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C. T. VOL. 12629, PG. 92 O.R.T.C.T. BEARING/DISTANCE TABLE PHD MON REMAINS TEMPORARY CONSTRUCTION EASEMENT 7 226,179 SF 5.192 ACRES 1 4 5 6 171 S87' 03' 34'W 917.37' N87' 03' 34°E 908.91' N84' 24' 54'E 139.12' N83' 24' 54°E 229.46' N85' 24' 54°E 130.94' WILABS ROBINSON SURVEY1 APPROX. ABSTRACT LINE S84' 24' 54'W 138.54' S83' 24' 54'W 229.68' S85' 24' 54°W 131.81' MATCH LINE (SEE SHEET 6 OF 9) NOTE: PARKER COUNTY TARRANT COUNTY m- z 0 200 400 600 SCALE: 1"=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT SMARTED IN THE HTBB RR CO SURVEY, ABSTRACT No. 648, 18GN RR CO SURVEY, ABSTRACT No. 2002, MAN RR CO SURVEY, ABSTRACT No. 2224, WILUAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, ANO THE HENRY LANE SURVEY, ABSTRACT No 928 PARKER COUNTY & TARRANT COUNTY TEXAS Basis &Bean g Is (RAD OR) (1993)Texas canal ate System, Tess Nana C1atal Zane (4202), based upon Ldo smalNet Netrurk syslan. Distance slaw, are soda a values, using a scale factor of 1.000 2. LEGEND TEMPORARY CONSTRUCTION EMO PROPOSED PROPERTY UNE -- COSTING PROPERTY UNE ---� ABSTRACT UNE .1.111111 1 (CAD FIR • 1/V SIR • PFC O.R.T.C.T. D.R.P.C. T. O.P.R.P.C.T. GROPO4➢ rscrurNT EXISTING EASEMENT CONTROL MOVNO°T FOUM NON R00 M01 I/2' SET NON ROO 111D1 YELLOW PLASTIC CAP STAMPED 9IALFF• POINT FOR A COINER OFFIOM. RECORDS OF TARRANT COUNTY TEXAS GEED RECORDS OF PARKER OMIT TEXAS OFFICIAL PUBLIC RECORDS of PARKER COUNTY TEXAS Ira HALFF 4000 FOSSIL �EX8 VO. FORTWORTN TEXAS Ysur (e17)aT.1.2a Teas MU NO. taoxaws OGN: EXHOI2-TCE-73434.39.dgi AVO: 43439.001 Lrothlyrr.A00 . ,.ir fro tfla p al.. DATE: AUGUST 16, 2022 PAGE NO.: 7 OF 9 D222230635 Page 14 of 15 0 x • ESMT 2 ESMT 1 TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT I/2' FIRS LEANS • • PERMANENT—� 7/ � WATER FACILITY TEMPORARY EASEMENT BY CONSTRUCTION SEPARATE // EASEMENT BY INSTRUMENT, di/SEPARATE `\� ESMT 3— Y //% INSTRUMENT i /7/ / 4452//S65'40'08'W 147.35' • 3 N68- 31' 25'E 283.38' • S68' 31' 25'W 286.98' S82' 05' 49'W 183.87' N82' 05' 49'E 180.461 PERMANENT WATER FAC LIT? � IA EASEMENT BY au, OY• a ti n INSTRUMENT ,I tn o O N I aN (TD O D 1 xirri S it>-0I I t`. p 9F2 .ty. , 9 p `�6, ��I 1I 9p. It! 73 I p360- /L z'n I 1 �' T c BEARING/DISTANCE TABLE 11i1 I1 I ,I;I 1 „ I II piS67' 27' 51°E tI 2 34.26' i Ii I' 1 123.31' II l&GN RR CO SURVEY ABSTRACT NO. 2224 3 N65' 40' 08*E IZ 2 2 a 's A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT H5rRACTONO.48Y 6 A8 IAgSTRACT N� 2002 fcr r: 0- CO TEMPORARY CONSTRUCTION EASEMENT 7 226,179 SF 5.192 ACRES APPROX. ABSTRACT LINE SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C.T. VOL, 12624, PG. 92 O.R. T.C.T. Z APPROX. ABSTRACT LINE 0 200 400 600 MATCH LINE (SEE SHEET 7 OF 9) NOTE: SCALE: 1 n=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CC) SURVEY, ABSTRACT No. 2002, 1&GN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, AND THE HENRY LANE SURVEY, ABSTRACT No. 928 IN PARKER COUNTY & TARRANT COUNTY TEXAS Bat &Bearing a (NAP 63) (1993) Texas Coadrate System, Tons North Central Zone (4202), based upon Idea SnsfNet NeMpk system. Distances sham are surface valess. using a scale factor a11.00012. LEGEND T°HVRARY CONSTRUCTION EASEMENT TRACT PROPOSED PROPERTY LNE EXISTING PROPERTY LNE ABSTRACT LNE PROPOSED EASEMENT COSTING FAawFNT CONTROL MOMW°fT ION) IRON ROO MO/ 1 2' SET IRON ROO NINI YELLOW PLASTIC CAP STAMPED 'HALM OINT FOR A CORNER OFFICIAL RECORDS OF TARRANT OIRITY TEXAS EEO RE&WYCORDS INTER OF PA S PARKER CDUITT RETECORSOS OF ICAO FIR • I/2' SR • PEC O O.R.T.C.T O.R.P.c. T. O,P.R.P.C. T. MEM 111 FFe 4000 FOSSIL CREBOXVO. FORT WORTH. TEXAS 76137 (817)6411422 FRTR. T DGN: E04012-TGE-7443439.dgn AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 8 OF 9 town A. *Ktatyroa reacted in Ina ago-. a 1106s Ma -gran D222230635 Page 15 of 15 0 fual [.NaulEXH 14CE ESMT I ESMT 2 ESMT 3 MEMORANDUM OF NATURAL GAS. GAS LIFT. ANO PRODUCED WATER PIPELINE EASEMENT BARNETT GATHERING, LP 50' PIPELINE EASEMENT £XHSIT 0 DOC. N0. D212068611 O.P.R. T.C. T. AND VOL. 2902. PC. I569 O.RP.C.T RECOROWG MEMORANDUM OF EASEMENT AGREEMENT TEXAS EXPRESS PIPELINE LLC 30' PERMANENT INGRESS/EGRESS EASEMENT OOC. NO. 201300618 O,P,R.P.C. T. MEMORANDUM OF NATURAL GAS PIPELINE EASEMENT SOUTHWESTERN CA PIPELINE. INC. 30' EASEMENT VOL. 2069, PC. 1577 O.PAP.C. T. A LEGAL DESCRIPTION 6 ACCOMPANIES THIS EXHIBIT EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.1923 ACRE TRACT SITUATED IN THE HTBB RR CO SURVEY, ABSTRACT No. 648, 18GN RR CO SURVEY, ABSTRACT No. 2002, 18GN RR CO SURVEY, ABSTRACT No. 2224 WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, AND THE HENRY LANE SURVEY, ABSTRACT No. 928 IN PARKER COUNTY & TARRANT COUNTY TEXAS 1 SPWUMITEDARRANTY WALSH A�SHP VOL. 1699, PG, 1765 D.R.P.C.T. VOL. 12624 PC. 92 O.R.T.C.T. TEMPORARY CONSTRUCTION! EASEMENT 7 i PARENT TRACT N.T.S. Basis of Bearng is (HAD 83) (1993) Texas CocMrelo System, Texas North Central Zone (4202). based upon Lela Smadfel Network system Distances shown are sufaa values, using a scale tactor of 1.00012. • HALFF 4000 FOSSR. CREEK BLLWDEtSFOFlRT RTi TEXA57613? (617)64-14a2 1 1 /CMM FIR • 1/21 SIR • PFC 0 O.R. T.C. T. O.R.P.C. T. O.P.R.P.C.T. DGN: EXH012-TCE-7-Sa3439.dg! LECENU � ARYTCONSSTRUCTION PROPOSED PROPERTY LINE EXISTING PROPERTY UNE ABSTRACT Lae PROPOSED EASEMENT COSTING EASFIIEN/ CONTROL MONUMENT FORA MON ROD RNOI WV SET RON ROD WITH YELLOW PLASTIC CAP STAMPED 'HALF: PONT FOR A COMM Of fetal RECORDS OF TARRANT COUNTY 1TD(AS DEED RECORDS OF PARKER RUNTY TEXAS OFFICIAL PUBLC RECORDS OF PARKER COUNTY TEXAS AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 9 OF 9 D222230636 09/20/2022 10:59 AM Page: 1 of 15 Fee: $75.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records �, pop, siteS MARY LW ISE NICHOLSOtl COUNTY CLERK 202235092 EASEMENT Total Pages: 16 CPN 103428 South Westside V Water Transmission Main Parcel #7 TCE HT & B RR CO SURVEY, Abstract No. 648, I & GN RR CO SURVEY, Abstract No. 2002, I & GN RR CO SURVEY, Abstract No. 2224, WILLIAM ROBINSON SURVEY, Abstract No. 1107, WILLIAM ROBINSON SURVEY, Abstract No. 1274, HENRY LANE SURVEY, Abstract No. 928 PARKER COUNTY AND TARRANT COUNTY, TEXAS STATE OF TEXAS COUNTY OF PARKER KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: 4-13' 2oR GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a 4 -page metes and bounds description, and Exhibit "B", consisting of a 5 -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEESs Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, Its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Parker County and Tarrant County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. TEMPORARY CONSTRUCTION EASEMENT•WALSH Rev. 20220204 D222230636 Page 2 of 15 202235092 09/23/2022 01:32:57 PM Page 2 of 16 Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of constructing the South Westside V Elevated Water Storage Tank and the South Westside V Water Transmission Main improvements (the "Facility"). All rights granted within this Temporary Construction Easement shall cease and automatically terminate on the earlier of (i) the date that is two (2) years after completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights -of -way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), show'ng GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230636 Page 3 of 15 202235092 09/23/2022 01:32:57 PM Page 3 of 16 harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property loss, property damage, and personal Injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the performance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. v) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vi) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S surrpssors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, 'mplied, statutory or TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230636 Page 4 of 15 202235092 09/23/2022 01:32:57 PM Page 4 of 16 otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)) TEMPORARY CONSTRUCTION EASEMENT•WALSH Rev. 20220204 D222230636 Page 5 of 15 202235092 09/23/2022 01:32:57 PM Page 5 of 16 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: STATE OF TEXAS COUNTY OF PARKER Ry Dickerson, Vice President ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscnbed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of 9"/>-.2-6. Public in an for the State of Texas BEXIE NOBLES Notary Public, State of Texas Comm. Expires 06-07.2023 Notarylo 13204280.4 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230636 Page 6 of 15 202235092 09/23/2022 01:32:57 PM Page 6 of 16 ACCEPTED BY: GRANTEE: Cit�ef-�� G 1- By (Signature) Ark_ (Print Name) `Steve Cooke. pmerly Ma agpmnns ns�.or (Title) APPROVED AS TO FORM AND LEGALITY By (Signature): (Print Name) M►sc Harm (Title) Assasa.+r Car.tv,Atcsay ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. ( ( GIVEN UNDER MY HAND AND SEAL OF OFFICE thiis a date of d irl ityi ULY'7rt 'i ry Pub c in and for the State of Texas JASMINE LOMELI Nary of Texas bran county Notary ID #133499214 Commission Exp. DEC. 20, 2025 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230636 Page 7of15 202235092 09/23/2022 01:32:57 PM Page 7 of 16 EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT 7 Being a tract of land in the HT&B RR CO Survey, Abstract No. 648, the I&GN RR CO Survey, Abstract No. 2002, the I&GN RR CO Survey, Abstract No. 2224, the William Robinson Survey, Abstract No. 1107, the William Robinson Survey, Abstract No. 1274, and the Henry Lane Survey, Abstract No. 928, in Parker County and Tarrant County, Texas, being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765 in the Deed Records of Parker County, Texas (D.R.P.C.T.), being a part of that called 20.32 acre tract of land described in Deed to Mary D. Fleming Walsh as recorded in Volume 426, Page 576 D.R.P.C.T., being a part of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 12624, Page 92 in the Official Records of Tarrant County, Texas, and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the southeast comer of said Walsh Ranches tract, from which a smooth 5/8-inch found iron rod at the intersection of the east line of said Walsh Ranches tract and the southerly right-of-way line of Interstate Highway 20 (variable width right-of-way) bears North 00 degrees 00 minutes 32 seconds East, a distance of 5,287.90 feet; THENCE North 77 degrees 34 minutes 09 seconds West, a distance of 1,895.99 feet to the POINT OF BEGINNING; THENCE North 09 degrees 24 minutes 54 seconds East, a distance of 25.00 feet to a point for comer• THENCE North 80 degrees 35 minutes 06 seconds West, a distance of 366.03 feet to a point for comer, THENCE North 37 degrees 35 minutes 06 seconds West, a distance of 20.95 feet to a point for corner; THENCE North 39 degrees 35 minutes 06 seconds West, a distance of 400.86 feet to a point for corner; THENCE North 86 degrees 35 minutes 06 seconds West, a distance of 402.05 feet to a point for comer; THENCE South 87 degrees 24 minutes 54 seconds West, a distance of 467.18 feet to a point for comer; THENCE North 88 degrees 35 minutes 06 seconds West, a distance of 415.75 feet to a point for comer; 1of9 D222230636 Page 8 of 15 202235092 09/23/2022 01:32:57 PM Page 8 of 16 THENCE South 89 degrees 24 minutes 54 seconds West, a distance of 1,109.35 feet to a point for comer; THENCE North 88 degrees 35 minutes 06 seconds West, a distance of 210.56 feet to a point for comer, THENCE South 89 degrees 24 minutes 54 seconds West, a distance of 72.39 feet to a point for comer; THENCE South 87 degrees 24 minutes 54 seconds West, a distance of 264.70 feet to a point for corner, THENCE South 85 degrees 24 minutes 54 seconds West, a distance of 131.81 feet to a point for comer; THENCE South 83 degrees 24 minutes 54 seconds West, a distance of 229.68 feet to a point for comer, THENCE South 84 degrees 24 minutes 54 seconds West, a distance of 138.54 feet to a point for corner; THENCE South 86 degrees 03 minutes 34 seconds West, a distance of 763,74 feet to a point for corner; THENCE South 88 degrees 03 minutes 34 seconds West, a distance of 1,134.67 feet to a point for corner, THENCE South 76 degrees 03 minutes 34 seconds West, a distance of 419.94 feet to a point for comer, THENCE South 87 degrees 03 minutes 34 seconds West, a distance of 917.37 feet to a point for comer THENCE South 40 degrees 03 minutes 34 seconds West, a distance of 442.36 feet to a point for comer; THENCE South 84 degrees 05 minutes 49 seconds West, a distance of 540.35 feet to a point for corner; THENCE South 82 degrees 05 minutes 49 seconds West, a distance of 183.87 feet to a point for comer; THENCE South 68 degrees 31 minutes 25 seconds West, a distance of 286,98 feet to a point for comer, 2of9 D222230636 Page 9 of 15 202235092 09/23/2022 01:32:57 PM Page 9 of 16 THENCE South 65 degrees 40 minutes 08 seconds West, a distance of 147.35 feet to a point for comer; THENCE South 67 degrees 27 minutes 51 seconds East, a distance of 34.26 feet to a point for comer; THENCE North 65 degrees 40 minutes 08 seconds East, a distance of 123.31 feet to a point for comer; THENCE North 68 degrees 31 minutes 25 seconds East, a distance of 283.38 feet to a point for comer, THENCE North 82 degrees 05 minutes 49 seconds East, a distance of 180.46 feet to a point for corner; THENCE North 84 degrees 05 minutes 49 seconds East, a distance of 550.02 feet to a point for comer, THENCE North 40 degrees 03 minutes 34 seconds East, a distance of 441.60 feet to a point for comer; • THENCE North 87 degrees 03 minutes 34 seconds East, a distance of 908.91 feet to a point for comer, THENCE North 78 degrees 03 minutes 34 seconds East, a distance of 419.72 feet to a point for corner; THENCE North 88 degrees 03 minutes 34 seconds East, a distance of 1,132.48 feet to a point for comer, THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 764.53 feet to a point for comer; THENCE North 84 degrees 24 minutes 54 seconds East, a distance of 139.12 feet to a point for comer; THENCE North 83 degrees 24 minutes 54 seconds East, a distance of 229.46 feet to a point for comer; THENCE North 85 degrees 24 minutes 54 seconds East, a distance of 130.94 feet to a point for comer, THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 263.83 feet to a point for corner, 3of9 D222230636 Page 10 of 15 202235092 09/23/2022 01:32:57 PM Page 10 of 16 THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 71.52 feet to a point for comer, THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 210.56 feet to a point for comer, THENCE North 89 degrees 24 minutes 54 seconds East, a distance of 1,109.35 feet to a point for comer; THENCE South 88 degrees 35 minutes 06 seconds East, a distance of 416.19 feet to a point for comer, THENCE North 87 degrees 24 minutes 54 seconds East, a distance of 466.74 feet to a point for comer, THENCE South 86 degrees 35 minutes 06 seconds East, a distance of 389.87 feet to a point for comer; THENCE South 39 degrees 35 minutes 06 seconds East, a distance of 389.56 feet to a point for comer, THENCE South 37 degrees 35 minutes 06 seconds East, a distance of 30.36 feet to a point for comer; THENCE South 80 degrees 35 minutes 06 seconds East, a distance of 375.87 feet to the POINT OF BEGINNING AND CONTAINING 226,179 square feet or 5.192 acres of land, more or less. A plat accompanies this legal description. Basis of bearing is NAD 83 (1993) Texas Coordinate System, Texas North Central Zone (4202), based upon Leica SmartNet Network system. Distances shown are surface values using a scale factor of 1.00012. 4of9 D222230636 202235092 09/23/2022 01:32:57 PM Page 11 of 16 Page 11 of 15 1 MATCH LINE (SEE SHEET 6 OF 9) BINSON SURVEY E1 S86' 35' 06'E WILLIAM �) gROBSTRAM N 389.87' ( N86' 35' 5' CT S39' 35' 06'E 402.0 389.56' A➢PROX. ABSTRACT LINE N39' 35' 06'W 400.86' N37' 35' 06' W 20.95' N80. 35' 06'W 366.03' S37. 35' 06'E 30.36' S80' 35' 06"E 375.87' POINT OF BEGINNING ESMT I H gSTRAcENOR�SY G Lu - c,1 APPROX. ABSTRACT LINE PERMANENT WATER FACILITY EASEMENT BY SEPARATE INSTRUMENT GO 511A79 RR 1 00'1(CM) OGIO A LEGAL OESCR.VTION ACCOMPANIES THIS EXHIBIT CO N09' 24' 54'E 25.00' I �1 gl e TEMPORARY CONSTRUCTION CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT 1 1 1 ESMT I31 N5 200'�322'E `POINT OF 0' COMMENCING TRACT LOCATION -, 1 TEMPORARY CONSTRUCTION EASEMENT 7 226 179 SF 5.192 ACRES SPECIAL WARRANTY °EEO WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PC. 1765 D.R.P.C. T. VOL. 12624, PC. 92 O.R. T.C. T. LOCATION MAP N T.S 1 + FR FIR SMOOTH i IEW ! Z i 0 200 400 600 SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. J EXHIBIT B - TEMPORARY CONSTRUCTION D EASEMENT 7 - 5.192 ACRE TRACT I TTeswOR. YneTMICiION SITUATED IN THE PROPOSED ROPE TM UNE HT&B RR CO SURVEY, ABSTRACT No. 646, ---- EMSTMG PROPERTY LINE 1&ON RR CO SURVEY, ABSTRACT No. 2002, ----- ABSTRACT LNE ISGN RR CO SURVEY, ABSTRACT No. 2224, --- PROPOSED EASEAVIT WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, DISTN4 EAST WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274. (CM) METRO. mockery AND THE F R • FOUND NON ROB (LINO/ HENRY LANE SURVEY, ABSTRACT No. 928 yr SIR • v35 c '.N '!J MICR PONT FOR CORN PFC O ER PARKER COUNTY & TARRANT COUNTY TEXAS O.R. T.C. T. OFFICIAL T RECORDS OF TARRANT O.R.P.C.T. cs°°TT'{iBEXA°s Cr PARXER D.P.R.P.C.T. PAM C RECORDS OF ebised upon LgeSnsa MINI •%faran'naa System. art oam Noll 0303 Zo3: mo' Amicref 1.00012 n HALFF 2 40pa FoaaL CREEK BLVD. FONT WORM. TFXABTa1ar (aMNI.1m TBPLO FENNO. I002NOS 1 OGN: D110124C871434394gi DATE: AUGUST 16, 2022 PAGE NO.: 5OF9 1 SCALE 1"=400' Sa' -.er..nrdunr.e Fde+....".I..a w . .O00.. ..: '°' O""'"' D222230636 202235092 09/23/2022 01:32:57 PM Page 12 of 16 Page 12 of 15 2 N85' 24' 54'E 130.94' N87' 24' 54'E 263.83' N89' 24' 54'E 71.52' �i S88' 35' 06'E 210.56' MATCH LINE (SEE SHEET 7 OF 9) 24' 54'W 131.81' �II 111 I ESMT I ESMT WIL LABS TRAC ITSNO. 74ON SURVEY A LEGAL DESCRIPTION ACCOMPANIES THIS MERIT no 0 his .5 PERMANENT WATER FACILITY EASEMENT BY SEPARATE INSTRUMENT 3/R°FIR W/ DUNAWAY ASSOC LP CAP S86' 35' 06'E 389.87' 0 W 04 It) N CO 1 m Qr N 0 I`vt - Co MA TCH (SEE SHEET LE 5NOF 9) S87' 24' 54'W 264.70' S89' 24' 54'W 72.39' N88' 35' 06'W 210.56' SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C.T. VOL. 12624, PG. 92 D.R. T.C. T. TEMPORARY CONSTRUCTION EASEMENT 7 226,179 SF 5.192 ACRES N88' 35' 064W S87' 24' 54'W N86' 35' 06'W 402.05' NOTE: Z 0 200 400 600 SCALE: 114=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT SITUATED W THE HY&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GR RR CO SURVEY, ABSTRACT No. 2224 WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILL/AM ROBINSON SURVEY. ABSTRACT No. 1274, AND THE HENRY LANE SURVEY. ABSTRACT No. 926 PARKER COUNTY & TARRANT COUNTY TEXAS Bask &tearing is INND trINM eMak ryge,n Distances ne.iTexas NNW Oweal Raw, ars surface v6Mea. wing a eae M6se0 j10ltl2 EAW,11I61 rw6ra A.aomz LEGE14U °YTkx"'1`rnTcnrn PROPOSER PROPERTY UNE DOSTMR PROPERTY LANE - - ABSTRACT LPE --- PRarosEO E,SOAER EIOSTN6 CAW COMPD. uon 61011 FOOPO RO11 ROB ONO) IYELLOW PLA K w STROO AMPER MAIM PONT FOR A COINER COUNTY O TARRANT DEED RECORDS OF WISNEL OFFICIAL APoIER COUNTY RECORDSIC PTEXAS (CIO FR • ins 519 • PFC O O.R.T.C.T. D.R.P.C.T. O.P.R.P.C.T. -_ • ua a • 4000 FOSSI. CRHI(SLOFF RTWORR 1NI 76137 WU) Mn02 OGN: Wg12-T E-7-2-3439.dgn DATE: AUGUST 16, 2022 AVO: 43439.001 PAGE NO 60F9 D222230636 202235092 09/23/2022 01:32:57 PM Page 13 of 16 Page 13 of 15 MATCH LINE (SEE SHEET 8 OF 9) END MON PERMANENT WATER FACILITY (1 I EASEMENT BY I I 1 SEPARATE II 1 INSTRUMENT TEMPORARY CONSTRUCTION EASEMENT BY i SEPARATE r r) INSTRUMENT —^—Y"j END CONC MON 5/8' FR W/ DUNAWAY ASSOC LP CAP WILL ABSTRACTS NO. 1 U 4VEY A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT 1 1 M 01 CO RVEY 004 TRR CO s RACT N• U2224 FNO MON LAID OVER APPROX. ABSTRACT LINE TEMPORARY CONSTRUCTION EASEMENT 7 226,179 SF 5.192 ACRES SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C. T. VOL. 12624, PG. 92 O.R. T.C.T. 1 BEARING/DISTANCE TABLE 1 7 587' 03' 34'W I ' 917.37' m N87'908.91' 03' 34'E l N84' 24' 54"E 139.12' N83' 24' 54'E Fri 229.46' N8 4'E 130.94' WILLABS TCROBINSON SURVEY17 END MON REMAINSAPPROX. ABSTRACT UNE S84' 24' 54'W 138.54' 583' 24' 54'W 229.68' 585' 24' 54'W 131.81' MATCH UNE (SEE SHEET 6 OF 9) NOTE: PARKER COUNTY TARRANT COUNTY Z 0 200 400 600 SCALE:1"=400' SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. EXHIBIT 8 - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT SITUATED N THE HT&B RR CO SURVEY, ABSTRACT No. 848, ISSN RR CO SURVEY, ABSTRACT No. 2002, ISSN RR CO SURVEY, ABSTRACT No. 2224, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107, WILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, AND THE HENRY LANE SURVEY, ABSTRACT No. 928 IN PARKER COUNTY & TARRANT COUNTY TEXAS Rat ResoM RPM SARI PPP11 iecaSmNINRI N o*AYsim DYdn shown Iv. Tens NorthH M wq a� Wm- of 1.00012. LEGt.NO reafirlignbum PROPOSED PROPERTY UNE 1 (CM) FR• 1/2• SIR • PFC O.R.T.C.T. D.R.P.C. T. O.P.R.P.C.T. LOSING PROPERTY LINE ABSTRACT LIE PROPOSED EASINENT COSMNG EASEMENT CONIRCL NONRENT FQIB RON ROO ANOI Vr SET YELLOW MASTIC t�S TAIPW PANT FOR A COWER Off1TUL RECORDS BF TARRANT COUNTY TOGS DEED RECORDS OF RAMER COUNTY TEXAS £FAQAL NELUC fssOror OF PMIRA COIMY TONS HALFFDON:00812•TCE-T543139Dq S 4000 FORPA CREEP T IL10r 117) W.IA1i DATE: AUGUST 16, 2022 TOFtS FIRM NO. AVO: 43439.001 G,* wes -4M - PAGE NO.: 7 OF 9 D222230636 202235092 09/23/2022 01:32:57 PM Page 14 of 16 Page 14 of 16 1.4 ESNT 2 ESNT 1 \\, TEMPORARY CONSTRUCTION EASEMENT 8Y SEPARATE INSTRUMENT I/2• FIR"' LEANS N68" 31' 25'E 283.38' N82' 05' 496E 180.46' PERMANENT WATER FACILITY EASEMENT BY SEPARATE INSTRUMENT PERMANENT WATER FACILITY ' / TEMPORARY EASEMENT BY �' CONSTRUCTION SEPARATE INSTRUMENT; 4/ EASEMENT BY SEPARATE ES3�, % NT INSTRUMENT /� BEARING/DISTANCE TABLE 2 131 S67" 27' 51'E 34.26' N65" 40' 086E 123.31' 1&GN RR CO SURVEY ABSTRACT NO. 2229 A LEGAL DESCRIPTION ACCOMPANIES IRIS EXHIBIT S65" 40' 08'W 147.35' S68" 31' 25'W 286.98' S82' 05' 49'W 183.87' CO 0 0• al lea co .p tea SU Hp85TRACT NO.648Y IAg TRAcTONO.2p02 M 0M 0I" co MATCH LINE (SEE SHEET 7 OF 9) EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.192 ACRE TRACT S(ENATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&ON RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT Na. 2224, WILI.IAM ROBINSON SURVEY, ABSTRACT No. 1107, WIWAM ROBINSON SURVEY. ABSTRACT No. 1274, AND THE HENRY LANE SURVEY, ABSTRACT No. 928 IN PARKER COUNTY& TARRANT COUNTY TEXAS 9 Raw eE waingb (RAO E3) (19Pd) Tema Coerumea System. Tom Norm CatS Zone (4202), Weed Imem tal a SmsQtt Neat& system. DMtrlus stoan 'madam wives, using a aoa Mar oltiEot2. .r— f -: �F� .eee FOSSIL CREBt 1100. FORT 00001, TIXA 7813? Ee17)ealn422 MILS FIRM NO.10 LkVLMf TEMPORARY CONSTRUCTION EASEMENT 7 226 179 SF 5.192 ACRES APPROX. ABSTRACT LINE J SPECIAL WARRANTY DEED WALSH RANCHES LIMITED PARTNERSHIP VOL. 1699, PG. 1765 D.R.P.C.T. VOL. 12624, PG. 92 O.R.T.C.T. APPROX. ABSTRACT LINE 0 200 400 600 SCALE: 9 =400' NOTE: SEE SHEET 9 OF 9 FOR PARENT TRACT AND LIST OF EXISTING EASEMENTS. TEMPORARY T�N TRUCTIO PROPOSED PROPERTY LIE EXLSTNC PROPEN7 UNE ARSTRACT LSE PROPOSED EASOAMY -. 00*TN0 EESEIE 0 (EJA) Ca'.To11. tIONUI1FMT FR• EOM) WON R00 WNW 1/2• SIR • 12'SET RON ROO NTH YELLOW PLASTIC CAP sweat lath" KC 0 PONT FOR A CORNEA O.R. T.C. T. 0MCIAL jy s of TARRN^ D.R.P.C.T. 0E9ra OF PAWN D.P.R.P.C.T. P� cPUBLIC RETECOOIDS of DGN: OM912-TOE-74-1,2139401 1 AVO: 43439.001 DATE: AUGUST 16, 2022 PAGE NO.: 8 OF 9 Lam: aal . gernaan D222230636 202235092 09/23/2022 01:32:57 PM Page 15 of 16 Page 15 of 15 a b ESNT I ESMT 2 ESNT 3 MEMORANDUM OF NATURAL CAS, GAS LIFT, AND PRODUCED WATER PP£LINE EASEMENT BARNETT GATHERING, LP 50' PIPELINE EASEMENT EXHIBIT 0 00C. NO. 01,2068611 OP.R.T.C.T. AM) VOL. 2902, PC. 1589 0. RP.C. T RECORDING MEMORANOUM OF EASEMENT AGREEMENT TEXASE LSSO' PERMANENT INGRESS/EGRESS £AEMENT' 00C. AC. 201300618 O.P.R.P.C. T. ME IORANDUM OF NA WRAC GAS PIPELINE EASEMENT SOUTHWESTERN GAS PIPELINE ELAN£ INC. VT VOL. 2069, PC. 1577 OPAP.C. T. A LEGAL DESCRIPTION ACCOMPANIES THIS EXHIBIT f SPECK WARRANTY IWALSH AFC7 PARS VOL. 16 P0. PEE.GT. ( 17 VOL. 12624, PG. 92 OR T.C.T. yF \ PARENT TRACT N.T.S. i --- TEMPORARY IN CONSTRUCTION' EASEMENT 7 I 1 3q 6 EXHIBIT B - TEMPORARY CONSTRUCTION EASEMENT 7 - 5.1923 ACRE TRACT SITUATED IN THE HT&B RR CO SURVEY, ABSTRACT No. 648, I&GN RR CO SURVEY, ABSTRACT No. 2002, I&GN RR CO SURVEY, ABSTRACT No. 2224 WILLIAM ROBINSON SURVEY, ABSTRACT No, 1107, W ILLIAM ROBINSON SURVEY, ABSTRACT No. 1274, MO TIE HENRY LANE SURVEY, ABSTRACT No. 928 PARKER COUNTY & TARRANT COUNTY TEXAS Bu1B N Bann 4 (MAD A2)(1993)T.Me CoocAt9M 5yalan, TAMS Not Cats Znn! 0204 Mu upon LAM S1na181AVl NAORA ,Y'em. Magna* Mom are 'Mace MNea. Hnig A m, Woe of I00012. (GM FIR • 1/2' SIR • RFC O O.R.T.C. T. D.R.P.G.T. O.P.R.P.C. T. LEUENU "TRH CONSTRUCTION EASEMENTPROPOSED PROPERTY LAVE COSTING PROPERTY COE ABSTRACT LINE PROPOSED EASDIE.T EASING FAc'FNT CONTROL MONUMENT FARAD NON ROO N OI I/E' SET NON ROO WITH YELLOW PLASTIC CAP STAMPER 'HALM PRINT FOR A COMER VORINLY TRECORDS a TARRANT OOZED RECORDS CP PARKER Mon TEA PPAAPofEA COY TTflAS's aF minin HALFF Ai e000 FOSSL CREEK BLVD. FORT WORTH. TEXAS 7031 W17)AR.IAII TWOS NIW NC, t002060e DGN; E7(H012-TCE7543439Agn DATE: AUGUST 16, 2022 AVO: 43439.001 PAGE NO.: 9 OF 9 202235092 09/23/2022 01:32:57 PM Page 16 of 16 FILED AND RECORDED OFFICIAL PUBLIC RECORDS 202235092 09/23/2022 01:32:57 PM Fee: $87.00 Lila Deakle, County Clerk Parker County, Texas EASEMENT D222230634 09/20/2022 10:59 AM Page: 1 of 9 Fee: $51.00 Submltter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records ;,...�i„tyS MARY LOUISE NICHOLSON COUNTY CLERK 202235093 EASEMENT Total Pages: 10 CPN 103428 South Westside V Water Transmission Main Parcel # 8 TCE WILUAM ROBINSON SURVEY, Abstract No. 1107 PARKER COUNTY AND TARRANT COUNTY, TX STATE OF TEXAS COUNTY OF PARKER § KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: q-1✓ -202A GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which Is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a one -page metes and bounds description, and Exhibit "B", consisting of a two -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Parker County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. TEMPORARY CONSTRUCTION EASEMENT•WALSH Rev. 20220204 D222230634 Page 2 of 9 202235093 09/23/2022 01:32:57 PM Page 2 of 10 It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of constructing the South Westside V Elevated Water Storage Tank and the South Westside V Water Transmission Main improvements (the "Facility"). All rights granted within this Temporary Construction Easement shall cease and automatically terminate on the earlier of (I) the date that is two (2) years after completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights -of -way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 D222230634 Page 3 of 9 202235093 09/23/2022 01:32:57 PM Page 3 of 10 • from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed In installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the performance of any of the terms and conditions of this Easement. ID) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. v) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vi) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5,023. TEMPORARY CONSTRUCTION EASEMENT.WALSH Rev. 20220204 D222230634 Page 4 of 9 202235093 09/23/2022 01:32:57 PM Page 4 of 10 This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] TEMPORARY CONSTRUCTION EASEMENT WALSH Rev. 20220204 D222230634 Page 6 of 9 202235093 09/23/2022 01:32:57 PM Page 5 of 10 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: STATE OF TEXAS COUNTY OF PARKER Ryan ckerson, Vice President ACKNOWLEDGEMENT • BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of Q- / 3 -23A BEXIE NOBLES Notary Public, State of Texas Comm. Expires 06-07.2023 NotarylD 13201280.4 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220204 Fub In and for the State c In State of Texas D222230634 Page 6 of 8 202235093 09/23/2022 01:32:57 PM Page 6 of 10 ACCEPTED BY: GRANTEE: Ci =f Fort orth By (Signature (Print Name) Steve Cooke, Properly Management Director (Title) APPROVED AS TO FORM AND LEGALITY By (Signature): /UdG"// l/ (Print Name) MAa M.rwcav '(Title) Asp 4+Frr Masi ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of 4pplPxyl bit 198)) JASMINE LOMELI Notary Tf of Texas arrant County Notary ID #139821-3 Commission sion Em. DEC. 20, 2025 TEMPORARY CONSTRUCTION EASEMENT•WALSH Rev. 20220204 4' Nr(tary Public n and for the State of Texas D222230634 Page 7 of 9 202235093 09/23/2022 01:32:57 PM Page 7 of 10 EXHIBIT A TEMPORARY CONSTRUCTION EASEMENT 8 Being a tract of land in the William Robinson Survey, Abstract No. 1107, in Parker County, Texas, being a part of that called 20.32 acre tract of land described in Deed to Mary D. Fleming Walsh as recorded in Volume 426, Page 576 in the Deed Records of Parker County, Texas (D.R.P.C.T.), and being more particularly described as follows: COMMENCING at a 1/2-inch found iron rod for the southeast comer of those tracts of land described in Special Warranty Deed to Walsh Ranches Limited Partnership as recorded in Volume 1699, Page 1765 D.R.P.C.T., from which a smooth 5/8-inch found iron rod at the intersection of the east line of said Walsh Ranches tract and the southerly right-of-way line of Interstate Highway 20 (variable width right-of-way) bears North 00 degrees 00 minutes 32 seconds East, a distance of 5,287.90 feet; THENCE North 84 degrees 12 minutes 47 seconds West, a distance of 6,550.72 feet to the POINT OF BEGINNING; THENCE South 03 degrees 56 minutes 26 seconds East, a distance of 38.50 feet to a point for comer, THENCE South 86 degrees 03 minutes 34 seconds West, a distance of 55.00 feet to a point for comer, THENCE North 03 degrees 56 minutes 26 seconds West, a distance of 38.50 feet to a point for comer; THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 10.00 feet to a point for comer, THENCE South 03 degrees 56 minutes 26 seconds East, a distance of 28.50 feet to a point for comer, THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 35.00 feet to a point for comer; THENCE North 03 degrees 56 minutes 26 seconds West, a distance of 28.50 feet to a point for comer, THENCE North 86 degrees 03 minutes 34 seconds East, a distance of 10.00 feet to the POINT OF BEGINNING AND CONTAINING 1,120 square feet or 0.0257 acres of land, more or less. A plat accompanies this legal description. Basis of bearing is NAD 83 (1993) Texas Coordinate System, Texas North Central Zone (4202), based upon Leica SmartNet Network system. Distances shown are surface values using a scale factor of 1.00012. 1of3 D222230634 202235093 09/23/2022 01:32:57 PM Page 8 of 10 Page 8 of 9 6 i 1 . PERMANENT IT II 1 WATER FACILITY I i DEED I I EASEMENT BY MARY D. FLO4INC WA4SH SEPARATE CtAVOL 426,E32 PC. 576ESI INSTRUMENT a 1 1 D.RP.GT. 'A 1 1 r / a JD 1 � I Zq 1 1 POINT OF BEGINNING t ESMTZ ESMT I —.•-f al ON CONC-� i 1 SiO• FIR IC/ DUNAWAY ASSOC LP CAP SURVEY ABSTRACT N0. 1274 •1 11 ILLIAM ROBINSON VEY HEW RACSUR E NC)*ARS928 APPROX. ABSTRACT LINE z L>r O 0l PERMANENT WATER FACILITY I EASEMENT BY SEPARATE INSTRUMENT OR10 005tg19 RR N0, 001 A LEGAL DESCRIPTION ACCOMPANIES THIS EYHIBR FIR CCM) cC 1 Ii t 1 / 11 155 00 863'1,W\�\ 111' S0338 5'0 6'E APPROX. ABSTRACT UNE WILLIAM ROBINSON SURVEY ABSTRACT NO. 1107 NOT 56' 26'W 38.50' TEMPORARY CONSTRUCTION EASEMENT BY SEPARATE INSTRUMENT 1/ r, / } 1 /1 I// & it i 1 1"---TEMPORARY / EASEMENTTIOBYI 1 SEPARATE INSTRUMENT 1 1 S` uo I • P.O.B. PARKER COUNTY TARRANT COUNTY TEMPORARY CONSTRUCTION EASEMENT 8 1,120 SF 0 0257 ACRES SPECIAL WARRANTY RANCIE S 1.11.47E0 PARTNERSHIP VOL. 1699. PC. 1765 o.R.P.C.T. VOL. 1262I. PG. 92 T.C.T. 1 ESMT IN00'00'32'E 5,287.90' `POINT OF ' NOTE; COMMENCINI SEE SHEET 3 0 EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT 8 0.0257 ACRE TRACT SITUATED IN THE WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107 IN PARKER COUNTY TEXAS 1 Basis of BaaNg N (NAO83) (1993) Tens Ca dhate System, Tens NUN CNNa1 Zeno (4202). a base, upon Lela SmacNN NetiVOM system. dsdnms th0 , ace surface values, uwk 2 a scale k fadof1.0001z v ■ ■ ALFF 5 4000 FOS41L CREENOLVO. FORT WORTH. TOGS 2OIOT (BM S47-I421 TOMS FmMNO. IO02N09 PFC O O.R. T.C.T. O.R.P.C.T. O.P.R.P.6 T DGN: EKH012-TCE&143138.62n DATE: AUGUST 16, 2022 LOCATION MAP N.T.S. BEARING/DISTANCE TABLE n N86' 03' 34'E 11 I 10.00' 2 3 503- 56' 26'E 28.50' N86' 03' 34'E 35.00' nNO3' 56' 26'W 1 28.50' I —I N86' 03' 34'E 1 ''' 10.00' I I 1 O rF. .. I N14 i1 r1' 1 1-42 1 1 FIR' FIR SMOOTHI all i I I 1 t- r�T—� Z 1 0 200 400 600 1 F 3 FOR PARENT TRACT AND LIST OF EX i I 1 1 (STING EASEMENTS. j SCALE: 1"=400' LEIa'ENU TEMPORARY EASEMENTTRACCTTRUCT TpN ---- PROPOSE° PROPERTY UNE -- COSTING PROPERTY LPE ---- ABSTRACT UNE -- PROPOSED EASEMENT ---- EXt1STA10 EASDEJIT IpTI CONTROL NONIAENT FIR • FOUO NON ROO RAIN 1/26 SIR • I I gCA rtSaTAWED YELLOW y PONT FoR A COORN OFFICIAL RECORDS OF TARRANT COUNTY TEXAS OCOUNTYUNTYY TEXAS OF PAPNER OFnaaa PULE RECODS OF PARIER COUNTY TEXAS PAGE NO.: 2 OF 3 D222230634 202235093 09/23/2022 01:32:57 PM Page 9 of 10 Page 9 of 9 9 ESMT ESMT 2 AN' PRODUCED WATER NATURAL_ EASEMENT BARNETT GATHERING, LP 50'PIPEL/NE EASEMENT EXHIBIT 0 OOC. NO. D212068611 O.P.R. T.C. T. At VOL. 29022 PC. f509 RECORO.4YG MEMORANDUM OP EASEMENT AGREEMENT TEXAS EXPRESS PPEUNE LLC SO'PD7MAAENT INGRESS/EGRESS EASEMENT DOC AO.201300618 OP.RP.C.T. • A LEGAL DESCRIPTION ACCOMPANIES THIS MINN • • • • • • SPECIAL WARRANTY AM t VOL.PARTNERSNP ORP:CJ_. VOL. /2624 P 92 oRT.C7 DEED MARY O. 'LEWD WALSH CALLED 20J2 ACRES VOL. 426.AG. 576 DdLP.CT EXHIBIT B TEMPORARY CONSTRUCTION EASEMENT 0.0257 ACRE TRACT SITUATED IN THE WILLIAM ROBINSON SURVEY, ABSTRACT No. 1107 IN PARKER COUNTY TEXAS v h\ \?O\, • \, TEMPORARY CONSTRUCTION EASEMENT 8 PARENT TRACT N.T.S. Bohol Ewing 1s(MAO 63) (1993) Teas CooNorCan!oaw System. Ton NoC2cPe (4223). fbawl upon tl i.0000 0e 6NN Nebo,* system. Oawing lancos Mom 0* surface velum a scab FR • I/2•SIR • PPG O O.R.T.C. T. O.R.P.C.T. O.P.AP.C.T. HALFF DGN:E01012-TCE&243439.* IN 5ARvw FOSS&ORER BLVD. FOiTMORTILTE03301 minsn-Nu DATE: AUGUST 16, 2022 TOMS FRS NO. t0Yd39 Laaffef T°` TRWMNSIERICION PROPOSED PROPERTY LEE fXSTM* PROPERTY L+E ABSTRACT LEE PROPOSED F.4FlFNT Eat33E1C EASUAENT CONTROL Mean FOUO RON POO Ms01 LA�IC ECAAP *HALF."LOW PONT FOR A CORER OFFICIO RECORDS OF TARRANL COUNTY G COWRY TT9433 d' PARSER rnmbrat =NTT TEXAS S � AVO: 43439.001 PAGE NO.: 3 OF 3 202235093 09/23/2022 01:32:57 PM Page 10 of 10 FILED AND RECORDED OFFICIAL PUBLIC RECORDS 202235093 09/23/2022 01:32:57 PM Fee: $63.00 Llla Deakle, County Clerk Parker County, Texas EASEMENT GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 South Westside V Transmission Main City Project No. 103428-2 GEOTECHNICAL ENGINEERING STUDY SOUTH WESTSIDE V TRANSMISSION MAIN ALEDO IONA ROAD WALSH RANCH FORT WORTH, TEXAS Presented To: Halff Associates, Inc. January 2022 PROJECT NO. 117-21-3044 JEngineering January 21, 2022 Report No. 117-21-304-1 Halff Associates, Inc. 4000 Fossil Creek Boulevard Fort Worth, Texas 76137-2720 Attn: Mr Preston Dillard, P.E. GEOTECHNICAL ENGINEERING STUDY SOUTH WESTSIDE V TRANSMISSION MAIN ALEDO IONA ROAD WALSH RANCH FORT WORTH, TEXAS Dear Mr. Dillard: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal No. 21-8131 dated May 28, 2021. The geotechnical services were authorized via Standard Subcontract with Halff Associates, Inc. dated July 20, 2021 and executed by Mr. Preston Dillard, P.E. Engineering analyses and recommendations are contained in the text section of the report. The results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing construction material testing services during the construction phase of this project. We appreciate the opportunity to be of service to Halff Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time, Respectfully submitted, CMJ ENGINEERING, INC, MAAS FIRAI RtcISIuAT ON No, r•9177 K mberly L. Fyffe Geotechnical Project Manager copies submitted: (2) Mr. Preston Dillard CMJ Engineering p: 817.284.9400 f: 817.589.9993 Matthew W. Kam` Project Engineer Texas No. 127818 �P.cOFTFj 1istsl e * i /\ ,*!i /MATTHE KAMMEROIENEq •. 127818 lA. i I14 6 `A4 NGx�i ell l 4 erdiener, P.E. P.E.; Halff Associates, Inc. (mail and email) 7636 Pebble Drive Fort Worth, TX 76118 www.cmjengr.com TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 1.1 General 1 1.2 Purpose and Scope 1 1.3 Report Format 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2 2.1 Field Exploration 2 2.2 Laboratory Testing 3 3.0 SUBSURFACE CONDITIONS 3 3.1 Soil Conditions 3 3.2 Groundwater Observations 4 4.0 TRENCH / BORE EXCAVATIONS 5 4.1 Expected Subsurface Conditions 5 4.2 Open Excavation Considerations 6 4.3 Comments on Horizontal Bores 6 4.4 Trench / Bore Pit Dewatering 6 4.5 Soft Trench Bottom Conditions 7 4.6 Pipe Installation Bedding 7 4.7 Trench Backfill 8 4.8 Trench Backfill Settlement 8 4.9 Provisions to Reduce Backfill Settlement 8 5.0 GENERAL EARTHWORK 9 6.0 CONSTRUCTION OBSERVATIONS 7.0 REPORT CLOSURE APPENDIX A 12 12 Plate Plan of Borings A.1 Unified Soil Classification System A.2 Key to Classification and Symbols A.3 Logs of Borings A.4 — A,17 Soil Analytical Test Results A.18 1.0 INTRODUCTION 1.1 General The project, as currently planned, consists of a 30-inch and 36-inch diameter water transmission main in Fort Worth, Texas. The line traverses parallel along the north side of Aledo Iona/Aledo Road from the future Westside V elevated storage tank to the east for a total project length of on the order of 25,080 linear feet. Plate A.1, Plan of Borings, depicts the project vicinity and location of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop comments on general excavation and directional boring. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling a sample boring to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the pipeline could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 7. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 117-21-304-1 CMJ ENGINEERING, INC. 1 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by 14 vertical soil borings (Borings B-9 through B-22). The borings were drilled to a depth of 25 feet along the transmission main alignment. Borings B-1 through B-8 are documented in CMJ Report 117-21-304. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.17 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin -walled 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 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the log. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) 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 blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer 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 respective Report No. 117.21-304.1 CMJ ENGINEERING, INC. 2 test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, and plastic limits), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined compressive strength tests conducted for this project are included on the boring logs. Analytical tests to aid in evaluation of corrosive potential of the on -site soils were performed on selected samples recovered from the borings to include pH, chloride, and sulfate determinations. The results of the analytical testing are tabulated on Plate A.18. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Surficial soils encountered in the borings consist of dark brown, brown, light brown, olive brown and light reddish brown silty clays, shaly clays and clays. The various clays encountered often contain calcareous nodules, limestone fragments, and ironstone nodules, and occasionally contain calcareous deposits, calcareous seams and layers, iron stains, iron seams, gravel weathered limestone seams, and shale seams. A three-foot thick fractured tan limestone layer is present within the clays at a depth of 2 feet in Boring 8-17. Report No. 117-21-304-1 CMJ ENGINEERING, INC. 3 The various clayey soils in the borings encountered had tested Liquid Limits (LL) of 38 to 84 with Plasticity Indices (PI) of 23 to 61 and are classified as CL and CH by the USCS. The various clay soils were generally firm to hard (soil basis) in consistency with pocket penetrometer readings of 1.25 to over 4.5 tsf. Tested unit weight and unconfined compressive strength values range from 91 to 124 pcf and 2,480 to 25,540 psf, respectively. Tan limestone is next encountered at depths of 1 to 18 feet below existing grade in all borings, except Boring B-20 and B-21. The tan limestone typically occurs weathered in upper reaches and contains clay seams and layers. The tan limestone varies from soft to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of inch of penetration for 100 hammer blows to 1 foot of penetration in 66 blows. Gray limestone is next encountered in all borings, except B-10, B-20, B-21, and B-22 at depths of 10 to 18 feet below existing grade in all borings. The gray limestone occasionally contains shale seams and layers and is moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of to 4'% inches of penetration for 100 hammer blows. Gray shale is next encountered at depths of 14 to 23 feet below existing grade in Borings B-10, B- 11, B-21, and B-22. The gray shale occasionally occurs weathered and often contains limestone seams and layers and varies from soft to very hard (rock basis), with Texas Corte Penetrometer (THD) test values of to 7% inches of penetration for 100 hammer blows. 3.2 Groundwater Observations The borings were drilled using continuous flight augers in order to observe groundwater seepage during drilling. Groundwater seepage was not encountered during drilling operations, and all borings were dry at completion. Fluctuations of the groundwater level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. During wet periods of the year, seepage can occur in joints in the clays, or atop or within the tan limestones. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. Report No. 117.21-3044 CMJ ENGINEERING, INC, 4 4.0 TRENCH / BORE EXCAVATIONS 4.1 Expected Subsurface Conditions According to the Dallas Sheet of the Geologic Atlas of Texas, the water transmission line will traverse through two geologic formations: Duck Creek, and Kiamichi Formations. The Duck Creek Formation is present in the highest elevations of the site. Clays are typically present at the surface underlain by tan limestone. These clays often contain significant quantities of limestone fragments. The parent bedrock consists of hard gray limestone with some clay and interbedded calcareous shale. The underlying Kiamichi Formation is approximately 25 feet thick and is composed of weak, extremely active clays and shaly clays. Outcrops of the Kiamichi normally form narrow bands on hillsides. With the geologic changes along the water line route, it should be expected that the soil thickness and depth to top of limestone or shale will vary. Rock hardness can be seen in the majority of the borings to be moderately hard to very hard (sedimentary rock basis). Conventional earth moving equipment is expected to be suitable for excavating the overburden clayey soils. Heavy duty excavation equipment will be necessary and should be expected within the limestone and shale materials, depending on rock hardness. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. Conventional earth moving equipment is expected to be suitable for excavating the near -surface clayey soils and existing clay. Heavy-duty excavation equipment will be necessary for excavations within soils containing abundant limestone fragments, fractured limestone seams, and within the tan and gray limestones and gray shale. The tan and gray limestones are generally hard to very hard (rock basis) and will present a high degree of excavation difficulty and rippability using normal excavation equipment. Special techniques for ripping/rock removal can be expected through the tan and gray limestones, with very hard to extremely hard zones of intact rock. In addition, overexcavation should be anticipated within the limestones or limestones containing weathered or clay seams or layers. Overexcavation may result from large limestone blocks or chunks breaking along either weathered limestone or clay seams beyond the planned excavation. Report No. 117.21-304-1 CMJ ENGINEERING, INC. 4.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays and limestones, it is expected that near vertical excavation walls will be possible. However, excavations which occur through soft clays, granular soils, loose fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped, or temporary bracing must be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near existing structures. A pre -construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. 4.3 Comments on Horizontal Bores All borings encountered predominately limestone materials below depths of 1 to 23 feet, except in Boring B-20. Any tunnel bores extending into the limestone strata will be encountering moderately hard to very hard and occasionally extremely hard and intact rock. The upper soils also may present difficulty in tunnel boring activities, as limestone fragments and seams are present. The limestone materials will likely require rock drilling equipment and tools to remove/excavate/drill through due to their hardness and abrasiveness. Installation by pipe jacking is likely not feasible in these materials and in most locations along the alignment, given the predominate presence of the limestones, 4.4 Trench / Bore Pit Dewatering As discussed in Section 3.3, Groundwater Observations, groundwater conditions can vary with seasonal fluctuations in rainfall. In the case that groundwater is encountered, controlling the groundwater is essential to the construction of the proposed water main, Failure to control any encountered groundwater could result in excavation collapse, excavation bottom heave, an unstable bottom, and detrimental pipeline settlement and pipe deflections after backfilling. Groundwater levels should be maintained at least two feet below the base of the excavation for the full term of Report No. 117-21-304-1 CMJ ENGINEERING, INC. 6 construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to excavating and should be maintained at this lowered level until the pipe trench is backfilled. If water infiltration rates are high, it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. 4.5 Soft Trench Bottom Conditions Soft trench bottom conditions are unlikely where the trench bottom is situated in the natural clay soils or limestones. Control of groundwater as discussed above, if encountered, is the key to avoiding an unstable trench bottom. Unstable trench bottoms are unsuitable for support of the proposed water line. Soft clays could occur where groundwater is present. In areas where unsuitable clay bearing materials are encountered at the planned invert elevation, the trench bottom can be prepared using the following method: • Under -cut to a suitable bearing subgrade and replace with a structural compacted fill. The over -excavation should extend laterally a distance of at least 1 foot beyond the edges of the pipe, and then at least 1 foot laterally for every 1.5 feet of fill required beneath the pipe. The over -excavation backfill should be surrounded with a geotextile consisting of Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfill should consist of a free draining aggregate (i.e., sands, gravels, crushed limestone, or crushed concrete) approved by the geotechnical engineer. The backfill should be placed in maximum 9- inch loose lifts and uniformly compacted to a minimum relative density of 65 percent as determined by test methods ASTM D 4253 and D 4254. 4.6 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that bedding/embedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of gravel/stone from 1" to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should not cause harm or distress to the pipe. The filter cloth should be TenCate Geosynthetics Marifi 140N or equivalent. Report No. 117-21-304-1 CMJ ENGINGGIIING, INC. 7 4.7 Trench Backfill Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Significant processing of the on -site limestone will be required in order to utilize as backfill. Backfill should be compacted in maximum 8 inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. Clay soils having a Plasticity Index greater than 20 should be compacted at a moisture content ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28- day compressive strength ranging between 50 and 200 psi. 4.8 Trench Backfill Settlement Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on - site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. Where possible the trench backfill could be overbuilt in order to reduce the potential for a surface depression along the trench centerline. We recommend the backfill be crowned. The centerline of the excavation should be over -built by one foot and sloped down to match grade at the edge of the excavation. 4.9 Provisions to Reduce Backfill Settlement Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by an experienced geotechnician under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches and shall Report No. 117-21-304-1 CMJ ENGINEERING, INC. 8 move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement, where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the intrusion of fines into the crushed stone material as previously discussed. 5.0 GENERAL EARTHWORK 5.1 Site Preparation & Field Testing The area should be stripped of vegetation, roots, old construction debris, and other organic material. It is estimated that the depth of stripping will be on the order of 6 to 8 inches. The actual stripping depth should be based on field observations with particular attention given to old drainage areas, uneven topography, and excessively wet soils. The stripped areas should be observed to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities. The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. The on -site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Excavated on -site limestone may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches is maximum dimension. As the in -situ limestone are generally hard to very hard, significant processing of the limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation and debris. Report No. 117-21-304-1 CMJ ENGINEERING, INC. 9 5.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand - operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. General fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. Crushed stone should be compacted via three passes of a vibratory roller over a 6-inch lift. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a narrower range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas, the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. 5.3 Excavation Based on the exploration borings, major excavations will encounter limestone in major intact units. This limestone is generally hard to very hard and will require heavy duty specialized equipment for excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. Report No. 117.21-304-1 CM' ENGINEERING, INC. 10 The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Seasonal water seeps can occur where the tan limestones and the Kiamichi geologic interface are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 5.4 Acceptance of Imported Fill Any soil imported from off -site sources should be tested for compliance with the recommendations for the application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off -site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 5.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. Report No. 117-21-304-1 CMJ ENGINEERING, INC. 11 5.6 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 6.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, 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, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation 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. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed 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 or the owner's design engineers 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. 7.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on Report No. 117-21-304-1 CMJ ENGINEERING, INC. 12 samples from selected depths in the borings. The results of these tests, along with visual manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to groundwater conditions, this report presents data on groundwater levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the groundwater table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative inforrnation on rates of flow of groundwater into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where 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, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Report No. 117-21-304-1 CMJ ENGINEERING, INC. 13 Further, it is urged that CMJ Engineering, Inc, be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Halff Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 117-21.304.1 CMJ ENGINEERING, INC. 14 FNGI NFERI NCT. INC. /JFCTRIfF V PLATE A.l ONIN09— :Ja}uaiin0 buiioq :}no/(ol 6Mp• 1 —40C— t Z—L It \f No\s6uit,\o)p\suoi}nloS dil — anuKlaun\lloasualiCaym\siasrl 3 ZZ/S7710 :a1o0 Major Divisions Sym. Typical Names Laboratory Classification Criteria Fine-grained soils Coarse -grained soils (More than half of material is smaller than No. 200 sieve) (more than half of the material is larger than No. 200 sieve size) GW Well -graded gravels, gravel- sand mixtures, little or no fines ? N N 0 m E5 o T1 L R c ° 0p in o, m ` ro n 2 N o h a rn i co a CCU` H C� N o o 01 z a ,, m m d " w m nc o N 0 m o 3 .-E.aubelow a o o o J m 0 a ._ a N a)to U w g to O ( c°ri la n `m o w a E in D� (D,0h C = greater than 4: Cc -between 1 and 3 " Dto D10xD60 GP Poorly graded gravels, gravel sand mixtures, little or no fines Not meeting all gradation requirements for GW a c 3 2 ar a c = a co m c n o N GM Silty gravels, gravel -sand -silt mixtures Liquid and Plastic limits below "A" line or P.I. greater than 4 Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols GC Clayey gravels, gravel -sand- clay mixtures Liquid and Plastic limits above "A" line with P.I. greater than 7 SW Well -graded sands, gravelly sands, little or no fines (D30)2 C = greater than 6: C� between 1 and 3 " D,o D,o x D60 SP Poorly graded sands; gravelly sands, little or no Not meeting all gradation requirements for SW . Sands with fines (Appreciable amount of fines) SM Silty smixluresds, sand -silt Liquid and Plastic limits "A" line or P.I. less than 4 Liquid plotting and plastic limits between 4 and 7 borderline cases use of dual q symbols y SC Clayey sands sand -clay c € d a) ooTx Liquid and Plastic limits above "A" line with P.I. greater than 7 are requiring mixtures o ML Inorganic silts and very fine sands rock flour, silty or 60 50 4o 20 10 clayey fine sands, or clayey silts with slight plasticity CL Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays CH OL Organic silts and organic silty clays of low plasticity 4 0 o MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic sills 2'30 :� a 4- V' OH and MH cL CH Inorganic clays of high plasticity, fat clays id OL C,M6� `��� ML a OH Organic clays of medium to to 20 30 40 60 60 70 80 so 100 Liquid Limit Plasticity Chart high plasticity, organic silts 0 of o O N Pt Peat and other highly organic soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES mm / r a m GRAVEL I LEAN CLAY i LIMESTONE m o / L • -•• = SAND • •• SANDY iA SHALE _ SILT SILTY , SANDSTONE 77 HIGHLY Shelby Split Rock Cone No PLASTIC CLAY CLAYEY CONGLOMERATE Tube Auger Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, AND STRUCTURE OF SOIL CONDITION, Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsfl Soft 0.0 to 1.0 1.0 to 1.5 Firm Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20 % 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK and Degree of Cementation Hardness Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff 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 am 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.3 0 0 0 0 R 0 0 0 0 Project 117-21-304-1 No. 1 Boring No. B-9 Project �rvi1 South Westside V Transmission Main Fort Worth, Texas uN.ani "" "1-- - Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-2-21 Surface Elevation Type CME-75, Id CFA u- a m o N 3 Stratum Description e w rr e Q (7 M `m ov g (Y� 0.,a1 roaE N Z Ea N ,�.w'_ n.co 0 s,1 'o_•E _1J 0 " coE dD •YX i3� d_ ; ..a, 'O` �V u- a a «N » LL c4%iN Win c8.0 00 DO 0. SILTY CLAY/CLAY, dark brown, w/ limestone 4.0 49 22 27 14 fragments, and calcareous nodules, very stiff 041 LIMESTONE tan weathered, w/ clay seams, hard 100/1.5" _ Itl to very hard ■ IN — _ t 100/0.5" 1r ILIMESTONE gray very hard 100/0.75' - I I( 100/0.5" r 1 1_I - — II I 100/0,5" LOG OF BORING NO. B-9 PLATE A.4 (P.1 fN CDT /27JZ Project 117-21-304-1 No. Boring No. B-10 Project South Westside V Transmission Main Fort Worth, Texas '-rv1J .,,.U„inni ,,.t. „.“-. - Location See Plate Al Water Observations Dry during drilling; dry at completion Completion Depth 25 0' Completion Dale 11-2-21 LL r o _ E w 0 N a E N Surface Elevation Type CME-76, w/ CFA 0 us o: e D a cL di O .p a {n So vo? mat- o N mo W. rov am o v 'vE :,' aE aLi N mo a,a o 15 FSgi Mo LL >n ri 0. 40- U o a o0a. Stratum Description — = �� CLAY, dark brown, and brown, wl limestone calcareous brown, iron stains, and nodules, very stiff to hard 4.0 25 fragments, ironstone 4,5+ 59 18 41 14 4.5+ 15 CLAY, light brown, wl calcareous deposits, nodules, limestone fragments, and nodules, hard calcareous ironstone 4,5+ 11 119 8720 4,5+ 52 17 35 18 111 LIMESTONE tan weathered 1 100/7a' SHALE, gray, weathered, w/ limestone seams, soft —20 2 -- SHALE gray, w/ limestone seams, very hard - 100/0.5" 100/0.5" LOG OF BORING NO. B-1 O PLATE A.5 Project 117.21.304.1 No. Boring No. B-11 Project South Westside V Transmission Main CJ Fort Worth, Texas r,LNLMIBMU'.,,,,.L.. - Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-2-21 Surface Elevation Type CME-75, w( CFA u ... o E. » E coStratum Description o w pcmar o d o'v ovrn u; 0 2 = ti mo aro o g4- 'vE cn o ...1 of o_" .rc x ia43 a5 0 g- c ti •ag 20 LL a OU n =u N 0 y tP v N o ac 2o cga ��/ SILTY CLAY/CLAY, dark brown, and tan, w/ 3.75 48 25 23 13 (( limestone fragments, and calcareous nodules, very 94 - I stiff — LIMESTONE tan weathered, w/ clay seams, soft hard — — I LIMESTONE tan w/ clay seams, very i 100f0.5" It I 1 100f0.5" 1 I- - I -w/ clay layers, 11' to 12' L LIMESTONE gray SHALE gray, moderately hard 100/5.5" 15� =- - very hard 19' to 20' 100/0.5" —20= _- - w/ limestone layers below 20' 100/3" —25--_- — 1 rr ) LOG OF BORING NO. B-11 PLATE A.6 Project 117-21-304-1 No. Boring No. B-12 Project South Westside V Transmission Main 1.1V1J Fort Worth, Texas M,NU„Nun,tI,.tsu.g—. - Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-4-21 Surface Elevation Type CME-75, w/ CFA LL o E N a E Stratum Description o w cG o a c1 IX . m LL 2 ci- oyvi mal� o N �a c W �,'w_ Ain o .o. 'QE :_z, 0� _a iaE aID a 6 �0 a_ N4 '-o 2O it oO '^ ma ca •y E tgb c E0B DOa. CLAY light brown, and dark brown, w/ calcareous 4.5+ 56 21 35 15 112 7070 nodules, and limestone fragments, hard LIMESTONE tan, weathered, w/ clay layers, soft to ' 00/10.25' moderately hard 100/5.5" — 5 — I _ I LIMESTONE tan weathered, w/ clay layers, very 100/0.5" —10- j hard II - - I 100/0.5" 15- T II - - I - I 100/0.5" —20 LIMESTONE gray, very hard -TL I ' 100/0.5" 1 —25— LOG O OF BORING NO. B-12 PLATE A.7 Project No. 117-21-304-1 Boring No. B-13 Project South Westside V Transmission Main `"AviJ Fort Worth, Texas ""a"N':`u"”„�•-. — Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 25.0. Completion Date 11.4.21 Surface Elevation Type CME-75, w! CFA L p N Stratum Description a w cc o 0 d rY o.� o2,2> mat: `w �+' N mo =v am a 0 - E 3D o 6.5 N E n.:7 T Ex 1 v y a_ 2r NV O zLL 0U . r D9 cif tp 0 Lb `SVC 'OD. r CLAY, dark brown, w/ calcareous nodules, and 4 0 78 25 53 33 limestone fragments, very stiff layers, LIMESTONE tan, weathered, w/ clay moderately hard to very hard 100l1" _ — I 100/3.5" 5 1 II I - I ! i 100/1.5" 10 1 LIMESTONE tan w/ clay layers, very hard _ 1 I 100/0.5" 5-I I t w/ gray limestone seams below 19' 100/0.5" =20 I_L- _I' LIMESTONE, gray very hard II I 1 I V 100/0.75' 25 I I— I LOG OF BORING NO. B-13 PLATE A.8 0 CL u (9 2 0 0 (9 0 Project No, 117-21-304-1 I Boring No B-14 Project South Westside V Transmission Main 'vli Fort Worth, Texas `' o,..,u.,w•,. �o..,-. - Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-2-21 S o Symbol Samples Surface Elevation Typo CME-75, w/ CFA o w RQD % Blows/Ft or Pen Reading, T.S.F. Passing No 200 Sieve, % o rn' Plastic Limit, % axNai a= v 00 20 Unit Dry Wt Lbs./Cu. Ft. Unconfined Compression Pounds/Sq. Ft. !I Stratum Description CLAY dark brown, w/ iron stains, ironstone 4.5+ 29 91 7010 nodules, calcareous nodules, and limestone - - \ fragments, hard et- LIMESTONE tan weathered, w/ clay seams, soft I 66 I S— I V 100/8.5" I tL 10-- - -1 —15— - - - - - - LIMESTONE tan w/ clay seams, hard to very hard 100/0.5' I - w/ gray limestone seams below 19' IT _ I_ 1R 100/1.25' l .__._ ___....�._.. II --- -----_. - 1 1 100/0.76 — —20 - LIMESTONE gray, very hard I 100/0.5" I 1g 25 TL LOG OF BORING NO. B-14 PLATE A.9 fltNkt"N"fl^^1'^I- - Project 117-21-304-1 No. Boring No. B-15 Project South Westside V Transmission Main L071.1 Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 10-29-21 Surface Elevation Type CME-75, wl CFA LL a o O N N E N Stratum Description o rVu 0 o 7 re 61.0 emu' Ov0 mo.r 0 N z �= - @w o_in o n - crE JJ o 0E a:3 ma a_ e TA- N �v §' IL r no D`m LL �i � w 9 u¢t o non. CLAY, brown, w/ Iron stains, Ironstone nodules, 3.0 28 calcareous nodules, and limestone fragments, stiff 100/2.25' 5 to very stiff LIMESTONE, tan, weathered, wl clay layers, hard moderately 11 LIMESTONE tan layers, very hard 100/0.5" w/ clay I 1 1.1 - II 100/0.75' —10 I II II — I I 100/0.5" - 15— I II - - 1 I 100/0.5 -_20-'� i 11 _ ' LIMESTONE gray very hard -25- 100/0.5" - _ -, 3 0 • O wi OIL 0 LOG OF BORING NO. B-15 PLATE A.10 �.,�.,,,. !Inn „Nlr ii t. - Project No. 117-21-304-1 Boring No. B-16 Project South Westside V Transmission Main L"tY11 Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-4-21 Surface Elevation Type CME-75, w/ CFA L O. CD O S N ��nn W E N Stratum Description v w cc c) Q rE OC .0 pj 3�a ovu cc a. 0F Z ^ �ai Lo a0 o v g..E D� •a« mE a: o . ox us as ^ E c y., o 20 .LL Z'U o, 'iv n" » LL Tp0 W n Fa oo12 u 70a dark brown, w/ calcareous nodules, and 1.75 71 24 47 30 1rCLAY �� limestone fragments, stiff — LIMESTONE tan, weathered, w/ clay layers, 100/0.5' moderately hard to very hard I I! 100/0.75' —5— I t1_ 1 _ II 10012.25' —10— I I _ I LIMESTONE gray, very hard I 100/0.5' _15_rl__t _ — 1 I II - — I 100/0.5" - —25— i 9 a ) > LOG OF BORING NO. B-16 PLATE A.11 ISMJIINI���IllIS� IINL — Project 117.21-304-1 No. Boring No. B-17 Project South Westside V Transmission Main �"LY1J Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Comp etion Depth 250 Completion Date 11-4-21 Surface Elevation Type CME-75, w/ CFA 4 0 E N 6 E Stratum Description U W e: o Q O cc m o ia� ? u. 'o N� me.h N �� .ip ain o ;o . Qj o �p.' NE a� E xx hg NC a_ o v NC no LL Ad ..y D� CLL a9i'i t�� toi oD o DUO. CLAY, dark brown, w/ ironstone nodules, and 2.75 84 29 55 34 calcareous nodules, stiff LIMESTONE tan weathered, w/ clay layers, hard 100/1" — — to very hard 5 77/ CLAY, light brown, w/ calcareous seams, Iron 4.5+ 12 124 15200 — stains, calcareous nodules, Ironstone nodules, and fragments, hard \ limestone l- - LIMESTONE tan w/ clay layers, hard to very hard I — I 100/0.75' I 10— II - - I I 100/1" 15— 1 _ I 1 LIMESTONE gray, hard to very hard -TI 1 I = 10010.5" I —20— II — - I �t 100/1.5" L_.25__ 1 1 9 7 0 L ) 3 LOG OF BORING NO. B-1 7 PLATE A.12 on.,"))nR,,.tx- Project No. 117-21-304-1 Boring No. B-18 Project South Westside V Transmission Main i_tviJ Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25 0. Completion Date 11-4-21 Surface Elevation Type CME-75, wl CFA .' 3 T O) E co Stratum Description w e_ o K - m ao ) mat- 0 N 0 m= rom ain e 'vE JJ eo ,aE naJ ? x m0 d- o ;0 No �O LT a o`" D.1 .� a- m N w v co' D Oa. J/ CLAY, dark brown, w/ Iron stains, Ironstone 4.5+ 24 95 5380 nodules, calcareous nodules, and limestone fragments, hard /- 100/2.5" t - - LIMESTONE tan, weathered, w/ clay layers, soft to I hard moderately - 100/9" —5 II I I I I _- I LIMESTONE, tan, w/ clay layers, moderately hard 100/2.5" -10- I I - - 1 ` 100/0.5" -1 S LIMESTONE, gray, very hard _ -MI 100/0.5" —20— 1 layers, hard below 20' - w/ shale moderately I - - 1 I _ j - --i-r 100/4" -25 I ) 5 LOG OF BORING NO. B-18 PLATE A.13 GPJ Cal GM" 127/22 Project No. 117-21-304-1 Boring No. B-19 Project South Westside V Transmission Main L-rvii Fort Worth, Texas II,,.,,,.111.�..,,,.I- - Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-5-21 Surface Elevation Typo CME-75, wi CFA u v o ?a N a E to Stratum Description e w K o oaLL d rY m p C v o ui ro a1- o N m> mw o_iq o qE 23 R• `- 2E 0.:.7 t my 0. C n v, = v c 'o �U LL a� o0 . _a 7 ., cLL v o oE nc4a 1j SILTY CLAY dark brown, w/ limestone fragments, 1.5 47 19 28 and calcareous nodules, firm to stiff LIMESTONE tan weathered, w/ clay layers, 100/3" - - moderately hard ` 100/3.5" 7 t -5- - - I I - ' IlrLIMESTONE tan weathered, w/ clay layers, very 100/0.5" 11 10 I hard - _ LIMESTONE gray, very hard 100/0.5" 1 ,15_ . 1 ll - - w/ shale layers, moderately hard below 19' 100/0,5" 2 - I - I 100/3.75' = -25- — 1 -- LOG OF BORING NO. B-19 PLATE A.14 LAW) ramilus“ `a "� Project 117-21-304-1 No. Boring No. B-20 Project South Westside V Transmission Main Fort Worth, Texas Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0. Completion Date 11-5-21 u �' - a E N w a E N Surface Elevation Type CME-75, w/ CFA rrO� o 0 K E li m aLL omci me.r-. 0 0 o mo '^ al din o v 'a,E 33 �e .N .. ro aJ Lc a_ o v� �w 'oo 20 IL a= ❑U '-.2 7_1 a C a- yN N ci 'o DO a. Stratum Description — = _ = 15 i 1 ZOO CLAY, dark brown, wl calcareous nodules, and fragments, stiff 2.25 27 94 2480 limestone 4.0 20 CLAY, brown, w/ Iron stains, ironstone nodules, nodules, and limestone fragments, very calcareous tiff 4.5 CLAY,eams, brown, ston fragments, calcareous s and limestone calcareous nodules, andiron stop nodules, and Ironstone nodules, stiff to hard 4.5+ 120 13950 ■ 1.75 19 MI — /I MM�r= � 20 113 3750 CLAY seals, Iron and olivenbrown, Iron stains, Ironstone nodules, and limestone grave calcareous calcareous nodules, gravel, hard weathered limestone seams below 17' - iron seams, fragments, w/ tan MI El 4.5+ g■■� CEINIUM111111111 3 LOG OF BORING NO. B-20 PLATE A.15 Project No. 117-21-304-1 Boring B-21 No. Project South Westside V Transmission Main Fort Worth, Texas L.ivil o,..,.,..,",..,,., 144‘44 Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 11-5-21 ll « o"' p E W - E 0 Surface Elevation Type CME-75, wl CFA oo to o; o-- Ci re o� a, Sae: 000. mat - O N m v N 0 a. v� o :g,t & E :7 ttr w E a ID a•; Val A a n. 5 ou. G . o, yZg G ci r oci r y » J c0. w o E o oo a co a. Stratum Description —��/// — — / � CLAY, dark brown, w/ calcareous nodules, nodules, Iron stains, and limestone stiff to hard 2.0 29 94 4160 ironstone fragments, 3.75 64 20 44 23 4.5+ 19 — 5 — 4.5+ 15 117 25540 � SILTY CLAY, light brown, w/ limestone fragments, deposits, and calcareous nodules, hard calcareous 4.5+ 38 15 23 12 71 — =10 3.5 13 %�%� CLAY, light reddish brown, w/ Iron seams, fragments, and ironstone nodules, stiff to stiff limestone very 50 —15—////�J _ — 2.5 26 SHALY CLAY, tan and gray, stiff to hard io t�i Art Aor —25— 5 7 i i SHALE, gray w/ limestone layers, moderately hard — 100/5.5" — — I. ) 3 LOG OF BORING NO. B-21 PLATE A.16 0 0 0 Pro/ect 117-21-304-1 No. Boring No. B-22 Project Liivil South Westside V Transmission Main Fort Worth, Texas ENGIN ItiIINU INC. — Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 25.0' Completion Date 9-4-21 Surface Elevation Type CME-75, w/ CFA ii o U N N Stratum Description o w0 cc o o ix w v . redo.F 2 LL O N mo N iii r AO D Zi U o ..L D,:J N N a= r N UP' �U zLL ❑ U• DJ W Cp 0'G Don. CLAY, dark brown, w/ calcareous nodules, and 1.25 66 25 41 33 ` _ \ limestone fragments, firm /" 19 CLAY, light brown, w/ calcareous seams, - calcareous nodules, and limestone fragments, very _ stiff to hard 4.5 —_5 4.5+ 56 16 40 15 CLAY, light brown, w/ calcareous seams, 4.5+ 16 117 11240 -/ calcareous nodules, shalo seams, and limestone fragments, hard 1r 4.5+ 19 ��� SHALY CLAY, olive brown, w/ calcareous seams, _ - f" . calcareous nodules, shale seams, shale layers, and limestone fragments, hard t Air fl �, 4.5+ 25 98 3780 15 J i ilia LIMESTONE tan w/ shale seams, moderately hard I 100/4" 20 i 1 SHALE gray, w/ limestone seams and layers, - - — moderately hard -25--- 100/4.5" _ _ - LOG OF BORING NO. B-22 PLATE A.17 ANALYTICAL TEST RESULTS Project: South Westside V Elevated Storage Tank and Transmission Main Fort Worth, Texas Project No.: 117-21-304-1 Depth (ft.): Chloride (mg/kg) Sulfate (mg/kg) p.. Boring No. B-1 4-5.5 2.6 15.6 7.2 B-9 4 - 5 2.8 15.8 7.1 B-11 4-5 3.2 12.4 7.0 B-13 4-5 2.1 15.2 7.2 B-14 4-5 3.1 15.2 7.1 B-16 4-5 5.7 37.5 7.2 B-18 4-5 2.8 18.5 7.0 B-20 4 - 6 <2.0 12.9 6.9 B-22 4 - 6 2.4 10.7 6.9 CMJ ENGINEERING, INC. PLATE A.18 Fort Worth Water Westside V Water Transmission Main Corrosion Control Design Report April 2022 Prepared For: Halff Associates, Inc. 4000 Fossil Creek Blvd Ft. Worth, Texas 76137 Halff Project #043439.001 ��,►►►►►►ip,,, :4 2 'b v;' (cif'4 =CRN .TI�i a:%l.% so Ci J EAN , gas ,r .,� ,,,2a Prepared By: Dean Flessas, NACE CP Specialist #5928 DKC Integrity, LLC 7 Switchbud Place, Suite 192-511 The Woodlands, TX 77380 Phone: 678-592-1458 Corrosion Protection Design Report Fort Worth Water Westside V Water Transmission Main Executive Summary Objectives • To review the conditions of the alignment for the proposed construction of 14,000 lineal feet of 36" diameter water transmission main mostly parallel to Aledo Road with a short segment extending north to a new elevated water storage tank (EST) in the Walsh Ranches area west of Ft Worth. • To recommend corrosion protection as needed based upon the pipe materials selected and the conditions found along the pipeline alignment. • To provide details and specifications as needed to define the corrosion prevention systems needed to be included in the bidding and construction drawings for the pipeline project. Investigation Findings • The proposed pipeline will be 36" diameter, constructed of either coated steel, ductile iron (DIP) or bar wrapped concrete cylinder pipe (BWCCP) connecting to newly constructed 36" DIP pipe at the EST site and unknown pipe material on the east end. • The field investigations identified low soil resistivity and relatively high moisture content (but no groundwater), which contribute to corrosion in either steel or ductile iron pipe. The soil chemistry (pH, salts, etc.) is relatively non -corrosive, with no major concerns identified. • Interference concerns from two nearby natural gas pipeline cathodic protection systems present a significant risk of stray current concerns, especially with the Barnett Gathering System pipelines which cross the proposed alignment twice. Design Recommendations • Steel: Cathodic protection in the form of galvanic anode beds should be provided along the alignment. For this to be effective the pipeline must be electrically continuous along its length and it should be electrically isolated from the pipe on either end at least until the material of construction and type of corrosion control is defined for those segments. The anode placement can provide stray current mitigation in addition to corrosion protection. • Ductile Iron Pipe: Similar to the steel pipe, galvanic anode beds along with V-Bio polyethylene encasement and bonded joints are recommended for corrosion control. For DIP, the system need not attempt to satisfy the -850mV criterion in NACE standards, but rather should focus on stray current mitigation and life extension current to achieve the desired design life from Ft Worth Water. • 303 Concrete Cylinder Pipe: Stray current mitigation is the primary focus since the alignment is otherwise not aggressive to BWCCP. Galvanic anode beds installed to mitigate stray current along with bonded joints, test stations and electrical isolation should provide adequate corrosion control for this pipe material. • Baseline data should be gathered on the pipeline to establish initial structure to soil potentials and current flow from the stray current mitigation system. Fort Worth Water — Westside V Water Transmission Main DKC Integrity, LLC Page 12 Executive Summary Corrosion Protection Design Report Fort Worth Water Westside V Water Transmission Main Introduction DKC Integrity, LLC (DKC) was retained by Halff Associates, Inc. (Halff) on behalf of the City of Ft. Worth to develop corrosion control recommendations and design for the proposed Westside V water transmission main. The piping materials being considered are steel, ductile iron or bar -wrapped concrete cylinder pipe. Fort Worth standard specifications will apply to the pipe material and typical corrosion protection that would be considered part of the piping supply such as coatings, wraps, etc. The following is based upon investigations into the corrosivity of the soils in the area and other potential corrosion impacts on buried metallic piping at the site. An initial field survey was performed where in - situ soil resistivity measurements and structure to soil potential measurements on nearby buried structures were collected. Subsequent investigations have included verbal conversation with operators of nearby oil & gas pipelines and soil chemistry tests on samples collected during geotechnical investigations. The deliverables include this design report, red -line alignment sheets indicating the location of corrosion control components, edited technical specifications for cathodic protection to be included in the bidding/construction set and applicable detail drawings. The scope of the project also includes support during bidding and construction of the pipeline to document that the constructed project meets the design requirements. Support includes responding to contractor RFI's and one site visit along with review of submittals and reports provided by the contractor as defined within the project specifications. Data Analysis Field Investigation During the field investigation, three sets of data were collected for consideration: results from laboratory tests of soil boring, in -situ soil resistivity measurements and visual observations of the pipeline route. The data was evaluated for the likelihood of corrosion and the potential impact on coatings and cathodic protection systems. On 2 September 2021, a field survey was performed to gather information on the proposed right-of-way for potential corrosion threats. Prior to the trip, a brief meeting was held with representatives from Halff Associates to review the project scope, potential materials of construction and gain information on the history of the project. After the meeting, field measurements for soil resistivity were collected in addition to structure to soil potential measurements on adjacent structures for possible sources of interference. Soil resistivity is one factor in determining the corrosion risk to buried pipe materials. The soil resistivity at the project location was measured using the Wenner 4-pin method (ASTM G57) using an MC Miller 4000 soil test meter. Measurements were collected with pin spacings of 5, 10 and 15 feet. Because of the local proximity of buried steel pipelines, where possible, the pin alignment was perpendicular to the pipelines at least 15' from the nearest pipe. The soil resistivity measurements are in Table 2. There are several sources for classifying soils based upon resistivity. Both ASTM and the US Department of Defense use a similar chart (Table 1). Comparison of the data to this table places the soils in the Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page I 1 moderate to severe corrosivity classification. The average at the pipe depth is just over 3,000 ohm -cm which would be classified as closer to severely corrosive. TABLE 1 Corrosivity of soils on steel based on soil resistivity Soil resistivity range (ohm -cm) Corrosivity 0 to 2000 Severe 2000 to 10,000 Moderate to severe 10,000 to 30,000 Mild Above 30,000 Not likely TABLE 2 Pin Measured sparing Resistance Resistivity Resistivity Location/ Station Longitude Latitude (ft) (ohms) (ohm -cm) Depth (ohm -cm) Ll 32' 40' 49" 97 51 5 6 88 6,588 5 to 15 1,190 ROW west side of road 10 1.12 2,145 5 to 10 1,111 15 0.57 1,637 10 to 15 1,281 L2 321 40' 54" 97' 32' 19' 5 7.96 7,622 5 to 15 5,932 inside Gate east of well field 10 3.95 7,564 5 to 10 4,904 15 2.23 6,406 10 to 15 7,508 L3 32' 40' 55" 97' 32' 42" 5 4.86 4,653 5 to 15 5,052 between well sites 10 3.12 5,975 5 to 10 3,623 15 1.71 4,912 10 to 15 8344 L4 32" 40' 56" 97133 13" 5 3.50 3,351 5 to 15 4,260 Near pond 10 1.85 3,543 5 to 10 4,916 15 1.36 3,907 10 to 15 3,757 15 32' 40' 51" 97' 33' 45" 5 13 30 12,735 5 to 15 4,219 Top of hill 10 4.12 7,880 5 to 10 3,347 15 S 89 5,429 10 to 15 5,705 L6 32" 41' 1" 97' 34' 18' 5 14.50 13,884 5 to 15 3,811 bend in PL? 10 3.99 7,641 5 to 10 2,985 15 1.75 5,027 10 to 15 5,271 L7 32" 41' 12" 97' 34' 1 5 15.70 15,033 5 to 15 3,013 Elevated Tank Site 10 341 6,530 5 to 10 2,358 15 1.43 4,108 10 to 15 4,171 Average at 5-10 (pipe depth) 3,321 Average at 10-15 (anode depth) 5,148 In addition to the in -situ measurements, soil samples were collected and analyzed by the geotechnical subconsultant. These samples were tested for characteristics which impact corrosion likelihood and rates including ground water elevation relative to pipe depth, pH, chloride ion concentration, and sulfate ion concentration. Samples were collected at pipe depth along the proposed route. Twenty-two borings were performed as part of the geotechnical investigation, but soil chemistry analysis was only performed on nine samples along the route. The soil chemistry results are shown n Table 3. Fort Worth Water- Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 1 2 Westside V Transmission Main Boring Locations rffir r illed-tank site) T eapu,crLRa aL_ 4000ft TABLE 3 Boring No. Depth (ft.) Chloride (mg/kg) (mg/kg) Sulfate p H B-1 4-5 2.6 15.6 7.2 B-9 4 — 5 2.8 15.8 7.1 B-11 4-5 3.2 12.4 7.0 B-13 4-5 2.1 15.2 7.2 B-14 4 — 5 3.1 15.2 7.1 B-16 4 — 5 5.7 37.5 7.2 B-18 4-5 2.8 18.5 7.0 B-20 4 — 6 <2.0 12.9 6.9 B-22 4 — 6 2.4 10.7 6.9 Fort Worth Water — Westside V Water Transmission Main DKC Integrity, LLC Page 13 Design Report Chloride ion concentration is measured because chlorides are a depolarizing agent. They can strip away protective layers of ions that are created through application of cathodic protection current or by the mortar coating applied to concrete cylinder pipe during manufacture. More on the effect of chlorides is located in the pipe specific portion of this document. Generally, chloride ion concentrations greater than >250 mg/kg, will increase the probability of corrosion. In this situation, chloride ion concentrations are very low through the entire alignment. Sulfate ion concentration is used as an indicator for possible sulfate reducing bacteria (SRB) SRB are microorganisms that produce sulfuric acid on the surface of metallic piping creating localized corrosion cells with high corrosion rates. Measured values were within the range where the possibility exists, with one location B-16 being elevated. The risk is still relatively low for this alignment. While soil -side microbiologically induced corrosion is not likely, the sulfates have a similar effect as chlorides in soil. pH is a measure of ion content in the environment, typically known as acidity or alkalinity. pH is measured on a scale of 1 to 14 with 7 being considered neutral. Extreme measurements in either direction can be harmful to buried metallic piping. Acidic soils, less than pH of 5, are considered corrosive to concrete cylinder pipes. Design guides for both AWWA and NACE International establish pH lower than 5 as a threshold where corrosion mitigation is recommended as part of the initial construction of the pipeline. The pH along this alignment is neutral and should not have a significant impact on corrosion rates for any of the pipeline materials being considered. Ground water elevation and soil moisture content relative to pipe depth can impact corrosion rates on any type of buried piping. The ground water table was not encountered at any of the borings along the alignment. Therefore, this is not considered a factor in corrosion risk to any of the pipeline materials. Higher moisture content correlates directly to lower soil resistivity values. In concrete cylinder pipe, when the water table fluctuates within the range where the pipe is buried, the cycling from submerged to dry can cause degradation of the passivating film created from the high pH of the mortar coating over time. The final Geotech analysis was not reviewed, but raw moisture content data was, yielding values between 13 and 33 percent at or near projected pipe depth. Typically, moisture content above 20% is considered more corrosive regardless of pipe material. In this situation the entire alignment is within the range of being highly corrosive paralleling the soil resistivity values. Interference Investigations Stray current corrosion was also considered in evaluating the risk. Typically, stray current is created by other sources of DC current in the soil along the alignment such as other cathodic protection systems and DC operated rail systems. Along this alignment there are no DC rail systems, however there are several natural gas and natural gas liquid transmission pipelines that parallel and cross the proposed water main. The figure below shows the area map from the Texas Railroad Commission public viewer of buried natural gas and hazardous liquids pipelines in the project area. According to this resource, there are at least six companies that operate pipelines within 250' of the proposed alignment. Two of these companies have impressed current anodes beds 250' and 1700' from the alignment. Other CP systems are anywhere from 5 to 25 miles away. Stray current corrosion is a significant concern for this project. Discussions with pipeline operators yielded the following key information. Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 14 6 5 r XTO/Barnett . ,- ` CP Location o \ �.IS Q.lrtli c. Enlink CP L Nr11r, C, r (3401.111 asb ROMNSCR4 d3 4 L al Gas Cloth oil Ct y as Cf',• J."$: Esri G3rmln, USC. Ti 1 11: 11.615.14S, l l r. t:'9/.ST1V72 (Va.•. P.1) Cr,1tNT r5 'i��l.iri Barnett Gathering, LLC/XTO Energy, Inc. (Sub of Exxon Mobil) - Travis Dodd, Corrosion Technician (817) 507-9124 — travis.dodd@exxonmobil.com Barnett gathering system parallels our route for most of the route including a north/south route that extends beyond the scope of our project to the prior segment. We cross Barnett's pipe at least twice in our east/west segment. The pipelines covered by the system are all relatively new and are steel with high quality, fusion bonded epoxy coatings. The pipe burial depth varies, but by code is typically 48" or more to top of pipe. They have an impressed current system to protect the gathering system located within 1,700' of our alignment. The deep anode bed is located at the compressor station on the southwest corner of the project area. The system is presently operating at about 17 amperes of output. They have reported high induced AC in the area on the west side from the overhead AC lines. Enlink Midstream Services, LLC - NGL Parker System, Azle to Goforth - Brandon Zinn, Corrosion Technician (940) 210-9108 - brannon.zinn@enlink.com The Enlink pipelines parallel the new water main on the west side and the southwest corner where the new water main cuts the corner, then continue east parallel to our line on the south side of the railroad tracks. The Enlink system is all relatively new steel pipe with fusion bonded epoxy coating. They have four lines in the area; 6"NGL, 16" gas, 2-12" gathering lines. All pipe is typically 5'-6' to top of pipe except where they cross the railroad where the line drops to 12-16' deep. The system is protected by an impressed current deep anode bed (250' deep) located on the south side of the Aledo lona Road where the pipelines cross under the railroad tracks. The output of the rectifier is 7V — 7A DC. The connecting Westside IV and V phase being developed by Kimley Horn to the east of this project will include galvanic cathodic protection and includes an insulating flange at the tie-in point. No interference is anticipated and depending upon final pipeline materials, the lines may be bonded to form a continuous system. Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 15 Risk vs Consequences Aside from the risk of corrosion related failure, the consequences of failure must also be considered. In this situation there are two consequence factors to be considered: the impact on water supply and the impact on other systems/structures in the alignment. A key consideration is that this line is the sole supply to the newer systems to be connected to Fort Worth Water System. The new elevated water storage tank will be the far extent of the supply; therefore, the loss of the supply pipeline will have a major effect on the new neighborhoods being developed for the area. The impact on water supply varies slightly based upon the material of construction of the water main. For steel and ductile iron pipe the most likely failure mode for external corrosion is pitting failure resulting in a small leak that becomes noticeable through loss of pressure or pooling of water along the right of way. Failure of the new water transmission main will impact the water supply but will not likely cause a total interruption. For BWCCP the failure modes vary from small leaks as would be expected for steel pipe, to a catastrophic failure of the pipeline through loss of structural integrity. The second failure mode is Tess likely with BWCCP versus PCCP but has still been documented when there is major corrosion on the reinforcement and steel lining of the concrete cylinder pipe. The impact of this type of failure would be far more extreme for the new supply network. The impact on other structures and systems is a higher impact for this alignment based upon where the failure might occur. Should the failure occur at a pipeline crossing or along the alignment with nearby gas transmission mains, the consequences are not limited to the disruption of water supply but may also include damage to the other pipelines. While the risk can be mitigated, the possibility of a water main failure impacting the integrity of the gas lines is real. The short-term risk is Tess only because most of the area is yet undeveloped therefore fewer homes or businesses would be affected, but failures in high pressure gas mains or gathering systems have the potential to cause loss of life and serious property damage even in remote locations. Design Discussion As discussed, there are two drivers in the design recommendations on this project; corrosivity of the alignment and the potential for stray current corrosion caused by nearby gas pipeline rectifiers. The following discusses the impact of corrosivity factors on the three different pipe materials in addition to offering general recommendations that apply to all pipe material options. Each of the pipe materials has different factors that can cause corrosion degradation of the pipe and have different corrosion control methods that can be applied. Steel Pipe A well -coated steel pipeline should be provided with galvanic cathodic protection to provide corrosion control due to the soils. Anode placement can also prevent stray current damage to the pipe from adjacent systems. This pipe material offers the easiest means to manage interference concerns and offers some of the lowest consequence factors in the event of a failure. The steel main should be isolated at each end with isolation test station to allow for bonding if needed. These isolation flanges are already included in the project phases adjacent to this one, therefore do not need to be included beyond a reference to maintain the isolation. The new pipe at the EST site is ductile iron, and also has galvanic cathodic protection. This pipeline project includes an insulating Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 1 6 flange at the yard perimeter. The pipe for the previous segment of main along the east side of the Walsh Ranch is of unknown construction at this time. But design documents in development include an electrical isolation flange and test station at the end of the pipeline where this project tie's in. The new pipe should have all joints bonded or welded and be provided with a sacrificial anode corrosion control system where the galvanic anodes are installed between the new water main piping and the existing protected pipelines. Bonding across bell & spigot joints as well as other mechanical joints for valves, etc. will be included. Fort Worth Water standard details shows 42AWG cables, which is larger than required for cathodic protection, but provide a slight benefit for managing potential stray current. Galvanic cathodic protection will provide corrosion protection to the buried piping but will also work as a current drain for possible stray current picked up by the underground pipe from the nearby impressed current cathodic protection systems. Test stations should be included along the alignment and at locations where the new main will cross foreign pipelines (at least two such locations exist in the proposed alignment) with additional galvanic anodes placed at the crossing. The steel pipe cathodic protection calculations indicate seven ground beds spaced along the alignment can provide adequate current to protect the pipeline for over 40 years. Final testing of the system includes a requirement for coordinated interference testing with contacts from the adjacent pipeline companies. Commissioning of the cathodic protection includes documentation of the native state potentials, measurement of polarized potentials to document compliance with NACE standards and consideration of stray currents. Data provided can be used to document effective corrosion control at the start and provide a baseline for future evaluations as the Ft Worth system expands, and the foreign pipeline systems change. Ductile Iron Pipe Ductile iron Pipe should be bonded to form an electrically continuous pipe; however, the combination of factory asphaltic coating and polyethylene encasement still allows for stray current to be picked up and discharged along the length of the line. This combination is not as efficient as the standard urethane coating for steel pipe, resulting in a higher current demand for effective corrosion mitigation. However, the overall corrosion resistance of ductile iron pipe in areas where stray current is not a factor is different from steel pipe. The corrosivity of the soils according to the 10-point soil evaluation system published in the Standard for Ductile -Iron Pipe Systems (C105/A21.5; ANSI/AWWA, 1999) is in the range where corrosion protection is mandatory even without the chemical analysis being performed under the geotechnical scope of this project. DIPRA presently promotes the Design Decision Model as a tool to define the need for and type of corrosion control on DIP. The model itself is proprietary, however the concept of risk of failure and consequences of failure are part of traditional risk management. In this situation, the risk of failure due to corrosive soils (low resistivity) and stray current is high. The consequences of the failure are loss of water supply to the new EST, but also there is potential damage to the natural gas gathering system that parallels and crosses the proposed alignment of the new water main. Both factors rank high enough to justify corrosion protection that goes beyond simply including polyethylene encasement. Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 17 The recommended corrosion protection solution for DIP is similar to the steel pipe; external coating (asphaltic & poly encasement), bonded joints, isolation at the ends, corrosion test stations at crossings and galvanic anode cathodic protection. The galvanic protection system must be more robust due to the lower coating efficiency provided by the standard dielectric barrier systems used on DIP compared to steel pipe. However, the water industry has accepted corrosion mitigation as a practice on DIP where a zero -corrosion rate is not required, rather reduced corrosion rates to achieve a desired design life is the focus. Application of lower current densities to achieve a low corrosion rate can achieve the design goals of the project. The recommended corrosion mitigation plan for DIP is to include the upgraded V-Bio polyethylene encasement as recommended by the pipe suppliers, but also to include bonded joints, electrical isolation at the ends of the pipeline and the application of cathodic current using galvanic anode beds. The ground beds are larger than what is recommended for steel pipe because the polyethylene encasement does not provide the same dielectric efficiency as the coating on a steel line. In addition, the current density applied is lower. In this project the number of anodes is double that for steel. The anodes should be connected at the same test station locations proposed for the steel line. For DIP, anodes will be installed on both sides of the pipe and connected to the test station. This is described in the specifications to prevent confusion on the alignment sheets. Since the galvanic anode placement for steel lines is already designed to mitigate stray current, the same benefit will be provided the DIP alternative. There is no need for additional stray current mitigation beyond the base design. Commissioning of the system will be focused on documenting the native state of the pipeline, consideration of stray currents and documenting the polarization levels provided by the application of cathodic current. The system is not expected to achieve the -850 mV criterion in NACE standards, but should still indicate polarization which is a measure of corrosion mitigation and reduced if not a zero corrosion rate. Bar -Wrapped Concrete Cylinder Pipe BWCCP as a pipe alternative could be the preferred solution in the soil environments along the alignment if stray current were not a significant concern. The soil characteristics are such that the recommendation would be to bond the joints and install test stations for corrosion monitoring, with no additional corrosion protection measures. However, stray current is a concern. BWCCP has an inherent corrosion protection due to the high pH of the mortar as it encapsulates the steel shell and reinforcement. This high pH passivates the surface of the steel providing corrosion protection as long as the layer is maintained. In many cases, the soils and groundwater around the buried pipeline do not affect the passivation allowing for a long life for the pipeline with no additional protection needed. There are several factors that can cause the degradation of the passivation including high chloride (salt) concentration, low pH, fluctuating groundwater level and interference from other current sources. Only stray current/interference is a concern here. BWCCP has no dielectric barrier to prevent stray current from affecting the pipeline. As a result, even when the pipe segments are bonded, the risk of corrosion due to interference is significant in situations such as this. The pipe will pick up current and discharge it. Corrosion design can Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 18 compensate for the interference, but it cannot easily compensate for the damage to the passivation that the mortar provides. For BWCCP, the recommended corrosion prevention includes bonded joints, test stations, and electrical isolation. Galvanic anodes, placed to provide discharge points for current picked up from the foreign pipeline systems can provide the additional protection needed. To simplify the project, the recommendation is to install the same galvanic anode ground beds recommended for the steel pipe on BWCCP. While the cathodic current is not required for protection of the pipe from general corrosion, it will provide stray current mitigation as part of the original project. Commissioning of the system will not focus on achieving polarization as defined in NACE standards, but rather will document the native potentials and the shifted potentials after the anodes are attached. This data will allow confirmation that stray current damage is mitigated and provide a baseline to be used in the future to determine if active corrosion is occurring on the line requiring supplemental corrosion control. Fort Worth Water — Westside V Water Transmission Main Design Report DKC Integrity, LLC Page 19 Half( Associates ETW South Westside V Transmission Main Cost estimate - Ductile Iran Piping Materials CTS Test Stations Post Mount Test Leads Test Leads Lead Termination Reference Electrode ATS Test Stations Brooks Box Test Leads Lead Termination Reference Electrode Anode Shunts Anode Collector Crimps Rubber Tape Vinyl Tape Anodes Thermite Weld Weld Cap EPTS Test Stations Post Mount Test Leads Test leads Lead Termination Reference Electrode Anode Shunts Anodes Thermite Weld Weld Cap Bonding Joints (20' pipe) Bond Wire Thermite Weld Weld Cap Weld Mold Insulating Flange Kits Wax Tape Coating Mg Fink 7 Cott HDPE Riser Cott Std g8 Str THHN Std P12 Str THHN Std Stealth Big Fink 7 Std k8 Str THHN Std Stealth Tinker Rasor.01 Std N8 Str HMWPE Burndy 3M 33+ 3M 23 4011 High Pot Mg Thermoweld 15g Royston Big Fink 7 HDPE Riser Cott Std 1/12 Str THHN Std 118 Str THHN Std Stealth Tinker Rasor .01 4014 High Pot Mg Thermoweld ISg Royston Std 112 Str THHN Thermoweld 158 Royston Thermoweld Advanced Plastics Trenton P1 1 1 40 40 3 1 per TS per TS per TS per TS 40 per TS 5 per TS 1 per TS 1 per ATS 600 per ATS 26 per ATS 12 per ATS 12 per ATS 26 per ATS 2 per TS 2 per TS 1 60 60 4 per TS per TS per TS 1 per TS 1 per ATS 2 per ATS 6 per TS 6 per TS 4 perjt 4 perjt 4 perjt O each O case QTY unit Value 3 46.00 138.00 3 - 120 0.20 24.00 120 0.15 18.00 9 0.20 1.80 3 325.00 975.00 7 46.00 • 90.00 280 0.20 3] 0.20 • 325.00 8.00 1,200 0.25 52 0.50 24 26.00 24 7.00 52 550.00 14 1.70 14 5.50 2 2 120 120 10 2 2 4 18 18 ]]0 3,080 3,080 3,080 5 46.00 0.15 0.20 0.20 325.00 8.00 550.00 1.70 5.50 2.60 1.70 5.50 55.00 150.00 Subtotal Freight (15%) Tax (8%) Overhead (30%) Total Materials NOTES: labor rate is loaded to include allowance for tools and equipment for installation. Anode bed installation rate allowance includes labor and equipment 322.00 630.00 56.00 7.40 2,275.00 56.00 300.00 26.00 624.00 168.00 28,600.00 23.80 77.00 92.00 18.00 24.00 2.00 650.00 16.00 2,200.00 30.60 99.00 8,008.00 5,236.00 16,940.00 275.00 67,912.60 10,186.89 5,433.01 20,373.78 103,906.28 Labor & Equipment 8 manhhours per TS 8 manhhours per TS (7 beds) 12 crew days (incl equip) 8 manhhours per TS 2 manhhours per jt 0 manhhours per kit 65.00 65.00 1,560.00 3,640.00 2,500.00 30,000.00 65.00 1,040.00 65.00 100,100.00 65.00 Commissioning Tests/Engineer Support 15,000.00 Subtotal Overhead (30%) Total Labor & Equipment 151,340.00 45,402.00 196,742.00 Total CP Cost 301,000.00 Appendix A Design Calculations Steel Pipe Irving —Jamison 48" Water Main Relocation Project DKC Integrity, LLC Design Report Appendices Pipe/Structure Information D Pipe Diameter L Pipe Length D Pipe Diameter L Pipe Length Ce Coating Efficiency Soil Information Soil Resistivity Current Density p Cd Anode Information Anode Type La Anode Length ra Anode Radius W Anode Weight Ea Anode Potential Ep Target Potential N Number of Anodes S Anode Spacing Galvanic Anode Bed Design Fort Worth Water - South Westside 5 Piping 36 inches 14037 feet 36 inches 40 feet 98.0% 5148 ohm -cm 0.001 amperes/sq. ft. 40# High Pot Magnesium 60 inches 3 inches 40 pounds -1.75 volts (CSE) -0.9 volts (CSE) 13 10 feet 36" Water Main = Steel Surface Area A= A= Bare Area D*n*L 132672.5 sq. ft. AB = A * (1-Ce) AB = 2653.4 sq. ft. Current Required 1= AB*Cd I = 2.65 amperes I = 2653 milliamperes Anode Bed Resistance 0.0627* p R = (In( La 4*La R = 18.194814 ohms Current Output Per Anode 0.0495 amperes 49 milliamperes ra - 1) Multiple Anode Bed Calculations Anode Bed Resistance 0.0627 * p RB = La*N Ra = Output Per Anode Bed Is = 2.29 0.394 394 (In( 4*La ra ohms amperes milliamperes 2 * La In(0.656* N) -1+ ) S Anode Life (years) LA = 40.1 years LB = greater than 50 years Minimum Number of anodes 54 anodes Minimum Number of anode beds 7 beds 91 anodes 2,005 nominal spacing Appendix B Corrosion Control Specifications Irving —Jamison 48" Water Main Relocation Project DKC Integrity, LLC Design Report Appendices Appendix C Corrosion Control Details Irving —Jamison 48" Water Main Relocation Project DKC Integrity, LLC Design Report Appendices Appendix D Cost Estimate Irving —Jamison 48" Water Main Relocation Project DKC Integrity, LLC Design Report Appendices Half( Associates FTW South WestsideV Transmission Main Cost estimate - Steel Pipe Materials CIS Test Stations Post Mount Test Leads Test Leads Lead Termination Reference Electrode ATS Test Stations Brooks Box Test Leads Lead Termination Reference Electrode Anode Shunts Anode Collector Crimps Rubber Tape Vinyl Tape Anodes Thermite Weld Weld Cap PIS Test Stations Post Mount Test Leads Test Leads Lead Termination Reference Electrode Anode Shunts Anodes Thermite Weld Weld Cap Bonding Joints (20% bonded - bal Band Wire Thermite Weld Weld Cap Weld Mold Insulating flange Kits Wax Tape Coating Big Fink 7 Cott HOPE Riser Cott Std 148 Str THHN Std 012 Str THHN Std Stealth Big Fink 7 Std 418 Str THHN Std Stealth Tinker Rasor .01 Std N8 Str HM W PE Burndy 3M 33+ 3M 23 400 High Pot Mg Thermoweld 15g Royston Big Fink 7 HDPE Riser Cott Std 1412 Str THHN Std H8 Str THHN Std Stealth Tinker Rasor .01 4011 High Pot Mg Thermoweld 15g Royston ance welded) Std N2 Str THHN Thermoweld 15g Royston Thermoweld Advanced Plastics Trenton N1 1 1 40 40 3 1 90 5 1 1 300 13 6 6 13 2 2 1 60 60 4 1 1 2 6 6 per TS per TS per TS per TS per TS per TS per TS per ATS per ATS per ATS per ATS per ATS per ATS per TS per TS per TS per TS per TS per TS per ATS per ATS per TS per TS O per jt O per jt 4 perjt O each O case QTY Unit Value 3 3 120 120 9 3 7 7 280 37 7 7 600 26 12 12 26 14 14 2 2 120 120 10 2 2 4 18 18 88 350 350 350 5 96.00 0.20 0.15 0.20 325.00 46.00 90.00 0.20 0.20 325.00 8.00 0.25 0.50 26.00 7.00 550.00 1.70 5.50 46.00 0.15 0.20 0.20 325.00 8.00 550.00 1.70 5.50 2.60 1.70 5.50 55.00 150.00 Subtotal Freight (15%) Tax (8%) Overhead (30%) Total Materials NOTES: Labor rate is loaded to include allowance for tools and equipment for installation. Anode bed installation rate allowance includes labor and equipment 138.00 24.00 18.00 1.80 975.00 322.00 630.00 56.00 7.40 2,275.00 56.00 150.00 13.00 312.00 84.00 14,300.00 23.80 77.00 92.00 18.00 24.00 2.00 650.00 16.00 2,200.00 30.60 99.00 910.00 595.00 1,925.00 275.00 26,299.60 3,944.99 2,103.97 7,889.88 40,238.39 tabor & Equipment 8 manhhours per TS 8 manhhours per TS (7 beds) 7 crew days (incl equip) 8 manhhours per TS 2 manhhours per jt 0 manhhours per kit 65.00 65.00 1,560.00 3,640.00 2,500.00 17,500.00 65.00 1,040.00 65.00 11,375.00 65.00 Commissioning Tests/Engineer Support 15,000.00 Subtotal Overhead (30%) Total Labor & Equipment 50,115.00 15,034.50 65,149.50 Total CP Cost 106,000.00 Halff Associates FTW South Westside V Transmission Main Cost estimate - Bar Wrapped Concrete Cylinder Pipe Materials CTS Test Stations Post Mount Test Leads Test Leads Lead Termination Reference Electrode ATS Test Stations Brooks Box Test Leads Lead Termination Reference Electrode Anode Shunts Anode Collector Crimps Rubber Tape Vinyl Tape Anodes Thermite Weld Weld Cap FPTS Test Stations Post Mount Test Leads Test Leads Lead Termination Reference Electrode Anode Shunts Anodes Thermite Weld Weld Cap Bonding Joints (20' pipe) Weld Clips Bond Wire Thermite Weld Weld Cap Weld Mold Insulating Flange Kits Wax Tape Coating Big Fink 7 Cott HOPE Riser Cott Std 88 Str THHN Std fl12 Str THHN Std Stealth Big Fink 7 Std 118 Str THHN Std Stealth Tinker Rasor .01 Std N8 Str HMWPE Burndy 3M 33a 3M 23 4011 High Pot Mg Thermoweld 15g Royston Big Fink 7 HOPE Riser Cott Std 012 Str THHN Std 88 Str THHN Std Stealth Tinker Razor .01 40H High Pot Mg Thermoweld 15g Royston Std N2 51r THHN Thermoweld I5g Royston Thermoweld Advanced Plastics 0 Trentonlll 0 1 1 40 40 3 1 per TS per TS per TS per TS 90 per TS 5 per TS 1 per TS 1 per ATS 300 per ATS 13 per ATS 6 per ATS 6 per ATS 13 per ATS 2 per TS 2 per TS 1 60 60 4 1 1 2 6 6 3 4 4 4 per TS per TS per TS per TS Per ATS per ATS per TS per TS per jt perjt perjt per jt each Case QTY Unit 3 3 120 120 9 3 7 7 280 37 7 7 600 26 12 12 26 14 14 2 2 120 120 10 2 2 4 18 18 770 2,310 40 160 160 160 2 46.00 0.20 0.15 0.20 325.00 46.00 90.00 0,20 0.20 325.00 8.00 0.25 0.50 26.00 7.00 550.00 1.70 5.50 46.00 0.15 0.20 0.20 325.00 8.00 550.00 1.70 5.50 Value 138.00 24.00 18.00 1.80 975.00 322.00 630.00 56.00 7.40 2,275.00 56.00 150.00 13.00 312.00 84.00 14,300.00 23.80 77.00 92.00 18.00 24.00 2.00 650.00 16.00 2,200.00 30.60 99.00 1,00 2,310.00 2.60 1.70 5.50 55.00 150.00 Subtotal Freight (15%) Tax (8%) Overhead (30%) Total Materials NOTES: Labor rate is loaded to include allowance far tools and equipment for installation. Anode bed installation rate allowance includes labor and equipment 416.00 272.00 880.00 110.00 26,582.60 3,987.39 2,126.61 7,974.78 40,671.38 Labor & Equipment 8 manhhours per TS 8 manhhours per TS (7 beds) 7 crew days (incl equip) 8 manhhours per TS 65.00 65.00 1,560.00 3,640.00 2,500.00 17,500.00 65.00 1,040.00 2 manhhours 65.00 105,300.00 perjt 0 manhhours per kit 65.00 Commissioning Tests/Engineer Support 15,000.00 Subtotal Overhead (30%) Total Labor & Equipment 144,040 00 43,212.00 187,252.00 Total CP Cost 228,000.00 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK my Y OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 The Rios Group -, 7400 Sand St. 1 (L�� te� aii. 111 Fort Worth, TX76118 Summary Test Hole Information Coordinates of and \,!..,., . . I HERIOSGizOui' (817)345-7500 + 1 Project Name: Fort Worth EST General Location: Aledo Iona Rd and FM 1187 Field Manager: C.M. Technicians: B.M., S.M. Client Name: Halff Associates, Inc. Vacuum Excavation Truck/Trailer: VT-3 TRG Proj. Number: HALF2101.00 City/Town: Fort Worth County: Tarrant State: Texas Designating Truck: T-19 Test Hole # Utility Size, (Inches) O.D. Utility Material (Refer Legend) to Utility Type (Refer Legend) to Depth of (Feet) Utility to Top Cross Sectional View General Utility Direction V •,4,1 „ t+ „--.--c s Surface and (Inches) (Refer Legend) Thickness Type to ID'd 1:5/8"iron Rod/Cap 2: 'X Nail/Disk 'in Conc. By: 3: Date Excavated Test Hole Utility Observed (Yes No) or Survey Point # Northing (Y) Easting (X) Ground Elevation (Z) Top Elevation of Utility Test Hole Specific Notes/Locations/Etc 1 4 STL PL 3.66 0 1 NG Rod/Cap 2/15/2022 Yes 6001 6933163.18 2258493.16 982.41 978.75 Barnett Gathering 2 3 STL PL 3.96 0 1 NG Rod/Cap 2/15/2022 Yes 6002 6933163.93 2258496.23 982.29 978.33 Barnett Gathering 3 6 STL PL 4.80 0 \ NG Rod/Cap 2/15/2022 Yes 6003 6933443.92 2261808.74 959.36 954.56 Barnett Gathering 4 4 STL PL 4.98 O \ NG Rod/Cap 2/15/2022 Yes 6004 6933441.99 2261812.10 959.35 954.37 Barnett Gathering Notes: Utility Materials: STL - Steel PVC - Polyvinyl Chloride csc - Concrete/Steel Cylinder PE - Polyethylene DBC - Direct Buried Cable CMP - Corrugated Metal Pipe AC - Transite RCP - Reinforced Concrete Pipe RCCP - Reinforced Concrete Cylinder Pipe ci - Cast Iron vc - Vitrified Clay - DI - Ductile Iron FG - Fiberglass L - Prepared By: T. Habenicht Date: 2/17/2022 Utility Types: E - Electric T - Telephone TS - Traffic Signal G - Gas FOC - Fiber Optic Cable FM - Force Main w - Water SAN - Sanitary Sewer - PL - Product Line STM - Storm Sewer - FL - Fuel Line CTV - Cable Television - Checked by: R. Walton Date: 2/17/2022 Surface Types: A - Asphalt B - Brick c - Concrete NG - Natural Ground Sheet: 1 of 1 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT NORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 20I I South Westside V Transmission Main City Project No. 103428-2 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 2013 PREVAILING WAGE RATES (Commercial Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate AC Mechanic $ 25.24 AC Mechanic Helper $ 13.67 Acoustical Ceiling Installer $ 16.83 Acoustical Ceiling Installer Helper $ 12.70 Bricklayer/Stone Mason $ 19.45 Bricklayer/Stone Mason Trainee $ 13.31 Bricklayer/Stone Mason Helper $ 10.91 Carpenter $ 17.75 Carpenter Helper $ 14.32 Concrete Cutter/Sawer $ 17.00 Concrete Cutter/Sawer Helper $ 11.00 Concrete Finisher $ 15.77 Concrete Finisher Helper $ 11.00 Concrete Form Builder $ 15.27 Concrete Form Builder Helper $ 11.00 Drywall Mechanic $ 15.36 Drywall Helper $ 12.54 Drywall Taper $ 15.00 Drywall Taper Helper $ 11.50 Electrician (Journeyman) $ 19.63 Electrician Apprentice (Helper) $ 15.64 Electronic Technician $ 20.00 Floor Layer $ 18.00 Floor Layer Helper $ 10.00 Glazier $ 21.03 Glazier Helper $ 12.81 Insulator $ 16.59 Insulator Helper $ 11.21 Laborer Common $ 10.89 Laborer Skilled $ 14.15 Lather $ 12.99 Metal Building Assembler $ 16.00 Metal Building Assembler Helper $ 12.00 Metal Installer (Miscellaneous) $ 13.00 Metal Installer Helper (Miscellaneous) $ 11.00 Metal Stud Framer $ 16.12 Metal Stud Framer Helper $ 12.54 Painter $ 16.44 Painter Helper $ 9.98 Pipefitter $ 21.22 Pipefitter Helper $ 15.39 Plasterer $ 16.17 Plasterer Helper $ 12.85 Plumber $ 21.98 Plumber Helper $ 15.85 Reinforcing Steel Setter Helper $ 11.08 Roofer $ 16.90 Roofer Helper $ 11.15 Sheet Metal Worker $ 16.35 Sheet Metal Worker Helper $ 13.11 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Wesiside V Transmission Main City Project No. 103428-2 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Sprinkler System Installer $ 19.17 Sprinkler System Installer Helper $ 14.15 Steel Worker Structural $ 17.00 Steel Worker Structural Helper $ 13.74 Waterproofer $ 15.00 Equipment Operators Concrete Pump $ 18.50 Crane, Clamsheel, Backhoe, Derrick, D'Line Shovel $ 19.31 Forklift $ 16.45 Foundation Drill Operator $ 22.50 Front End Loader $ 16.97 Truck Driver $ 16.77 Welder $ 19.96 Welder Helper $ 13.00 The prevailing wage rates shown for Commercial construction projects were based on a salary survey conducted and published by the North Texas Construction Industry (Fall 2012) Independently compiled by the Lane Gorman Trubitt, PLLC Construction Group. The descriptions for the classifications listed are provided on the TEXO's (The Construction Association) website. www.texoassociation.org/Chapteriwagerates.asp CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 9, 2021 South Westside V Transmission Main City Project No. 103428-2 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103428-2 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 South Westside V Transmission Main City Project No. 103928-2 FDIC'. WON'I'H. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 3305 13 Urethane Hydrophilic Watcrstop Asahi Kogyo ILK. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26'00 33 05 13 Offset Joint for 4' Diam MII ILanson Concrete Products Drawing No. 35-0048-001 04/26100 33 05 13 Profile Gasket for 4' Diam. MIL Press -Seal Gasket Corp. 250-40 Gasket ASTM C-4431C-361 SS MI I 1/26199 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HIVE Adjustment Ring Traffic and Non -traffic arca 5/13105 33 05 13 Manhole External Wrap Canusa - CPS \VrapidScal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/131 I26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non -traffic area 0830.06 33 39 13 Fiberglass Manhole LF. Manufacturing Non traffic area Water & Sewer - Manholes & Bases/Frances & Covers/Rectaneular 33-05-13 (Rev 2/3/161 • 33 05 13 IManbo!c Frames and Covers I Western Iron Works. l3ass & Hays Foundry I 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/161 • 33 05 13 Manhole Frames and Covers W'cstcm Iron Works, Bus & Hays Foundry 30024 24" Dia. • 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24' Dia. 03/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-I272 ASTM A48 & AASI ITO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165•LM (lunged) ASTM A48 & ASSIITO M306 24" Dia. 0824/18 33 0S 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & ASSIITO M306 30" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743.1.M (Hinged) ASTM A48 & ASSIITO M306 30' dia. 33 05 13 Manhole Frames and Corns Sigma Corporation MII-144N 33 05 13 Manhole Frames and Covers Signu Corporation MI1-143N 33 05 13 Manhole Frames and Covers Pont•A-Mousson OTS-STD 24' dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24' dia. 1031/06 33 05 13 Manhole Frames and Covers (I tinged) Powcrseal !tinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrcx/reaus) RE32-REFS 30' Dia. 01/31/06 33 05 13 30" Dia MH Ring and Cover East Jordan Iron Works V 1432-2 and V1483 Designs AASHTO M306-04 30' Dia. I I/02/10 3305 13 30" Dia MH Ring and Cover Sigma Corporation M111651FWVN & MH16502 30' Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Stu Pipe Products MH32FT\VSS-DC 30' Dia 08'10/11 33 05 13 30" Dia MII Ring and Cora Accucast 220700 Ileavy Duty wish Gasket Ring 30' Dia 10'I4/13 33 05 13 30' Dia. MII Ring and Cover Olinger! & Lockable) East Jordan Iron Works with 30" Cam ERGO LoclOMPICff-Gasket XL Assembly ASSIITO MIOS & ASTM A536 30" Dia 06'0I/17 34 05 13 30" Dia. MII Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (321 ASTM A 48 30' Dia. 09/16'19 33 05 13 30" Dia MII Ring and Cover Composite Access Products. LP. CAP-ONE-30.FTW, w'o Composite, Iling w/ Lock 30' Dia. 10'07/21 34 05 13 30" Dia. Mil Ring and Cover Trumbull Manufacturing 32130') Frame and Cover 30' Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tl&ht & Pressure Tieht 33-05-13 (Rev 2/3/16) • 33 05 13 Manhole Frames and Cos as Pontv\•Mousson Pamtight 24' Dia. • 33 05 13 Manhole Frames and Covers Neenah Casting 244 Dia- • 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. • 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia 03'08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24' Dia. 04/20'01 33 05 13 Manhole Frames and Covers (SIP)Scramporc Industries Private Ltd. 300.24-23.75 Ring and Cover ASTM A 48 24' Dia Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/131 • 33 39 10 Manho!c, Precast Concrete IIydro Conduit Carp SPL Item #49 ASTM C 478 48' • 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48' 09i23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" ID. Manhole w/ 32' Cone ASTM C 478 48" w/32' cone 05.08/18 33 39 10 Manhole. Precast Concrete The Turncr Company 48", 60' I.D. Manhole w/ 32" Cane ASTM C 478 48", 60' 1W27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48' I.D. Manhole w/ 24' Cone ASTM C 478 48" Diam w 24" Ring 06.'09/10 33 39 10 Manhole. Precast (Reinforced Polymcr)C'oncrctc US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09:06/19 33 39 20 Manhole, Precast Concrete Foncrra Pipe and Precast 60" & 72' 1.D. Manhole w/32" Cone ASTM C-76 60" & 72" 100721 32 39 20 Manhole, Precast Concrete Fonerra Pipe and Precast 48" I.D. Manhole wr32" Cone ASTM C-77 48" IO'0721 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Annorock 48" & 60" I.D. Manhole w/32' Cone 48" & 60' IO'07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Ned! Systems 48' & 60" I.D. Manhole w/32" Cone 48' & 60" Non Traffic Areas Water & Sewer - Manholes & Bases/Rehab Svstems/Cementitlous • EI-14 Manhole Rehab Systems Quadex 04/23/01 IH-14 Manhole Rchab Systems Standard Cement Materials, Inc. Reiner MSP E1.14 Manhole Rehab Systems AP/NI Permafonn 4/2001 EI-I4 Manhole Rehab System Strong Company Strong Scal MS2A Rehab System 5/12/03 E1.14 Manhole Rehab System (liner) Poly -triplex Technologies MI I repair product to stop infiltration ASTM D5813 08/3006 General Concrete Repair F1exKretc Technologies Vinyl Polyester Repair Product Misc. Use Water & Sewer - Manholes & Bases/Rehab SWstems/NonCementitious 0520'96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating AST M1)6391)790 • E1-14 Manhole Rehab Systems Sun Coast 12/14/01 Coating for Corrosion protectien(li.xtcrior) ERTECII Series 20230 and 2100 (Asphatie Emulsion) For Exterior Coating of Structures Only Concrete 01/31/06 Coatings for Cvvrvsion Protection Chesterton Arc 791, SIIU3, SI, S2 Acid Resistance Test Sena Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 08/30'06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications 03/19/18 33 05 16, 33 39 10. 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofmg Grade (Asphatic Non•Fibcrcd Emulsion) Spray For Exterior Coating of Structures Only Camerae • From Original Standard Products List 1 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'Classsification Manufacturer Rlodel No. National Spec Size Water & Sewer - Manhole Inserts - Field Operations Use Only. (Rey 2/3/161 • 33 05 13 Manhole Insert Knutson Enterprises \lade to Order • Plastic ASTM D 1248 For 24' dia. • 3305 13 Manhole Insert South western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. • 33 05 13 Manhole Insert Noflow•lnflow Made to Order - Plastic ASTM D 1248 For 24" dia_ 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaser • Stainless Steel For 24' dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. Tx -the -ilex - Stainless Steel For 24' dia Water & Sewer - Pipe Casino Spacers 33-05-24 (07/01/13) 11104:02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Stool Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SS1 04/22/87 Casing Spacers Cascade Watensurks 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 Scal and Insulator Coated Steel Casin Spacers Up to 48' 05/IO/I 1 Stainless Steel Casing Spacer Powerseal 4810 Posse:cheek Up to 48' 03/19/18 Casing Spacers I4WM SS-12 Casing Spaca(Stainlcss Steel) 03/19/18 Casing Spacers BWM FB• 12 Casing Spacer (Coated Carbon Steel) for Non -pressure Pipe and Grouted Casing 03 29 22 33 05 13 Casing Spacers CCI Pipeline Systems CSC 12. CSS I2 Water & Sewer - Piles/Ductile Iron 33-11-10 1/8/13 • 33 11 10 Ductile Irahl Pipe Griffin Pipe Products, Co. Super Bell -Tile Ductile Iron Pressure Pipe, A\\'w•,\ ciso. C151 3 thru 24" 08/24/18 33 I 1 10 Ductile teen Pipc American Ih:ctile Iron Pipc Co. American Fastitc Pipe (Bell Spigot) AWWA C150, CI SI 4' thru 30' 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C15I 4" thru 30' • 33 I 1 10 Ductile Iron Pipe U.S. Pip: and Foundry Co. AW\VA C150, C151 • 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150. C151 Water & Sewer - Utili • Line Marker 08/24/2018 Sewer - Coatines/Epoxy 33-39-60 (01/08/13) 02/25:02 Epoxy Lining System Saucrciscn, Inc SewcrGard 210RS LA County #210.1.33 12/14'01 Epoxy Lining System Erteeh Technical Coatings Ertech 2030 and 2100 Series 0 /14i05 Interior Ductile Iron Pip: Coating Ir.duron Pro:eeto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protcetion Chesterton Arc 791, SI1113. SI. S2 Acid Resistance Test Sewer Applications 8128/2006 Coatings for Corrosion Protection Warren Ensironmental S•301 and M-301 Scwcr Applications Sewer - Coatines/Polvurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R1. USA, Inc. 1)025LTP02(Cc nposite (Jody) 2" Sewer - Pipes/Concrete • EI-04 Conc. Pipe. Reinforced Wall Concrete Pipc Co. Inc. ASTM C 76 • EI-04 Cure. Pipe, Reinforced II)dro Cccduil Corporation Class 111 T&G, SPL Item 477 ASTM C 76 • El -04 Conc. Pipe. Reinforced Hanson Concrete Products SP'.Ikm;95-Manhole.498-Pipe ASTM C 76 • EI-04 Cme. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pine Enlarement System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, NJ. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary. Canada Approved Presirasly Sewer - Pipe/Fiberelass Reinforced Pipe 33-31-13(1/8/13) 7/21,97 33 31 13 Cent. Cast Fib..-rglass (FRP) Hobas Pipe USA, Inc. Hobas Pipc (Non -Pressure) ASTM D3262/1)3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Amcrm Bosdstrand RPMP Pipe ASTM D3262/113754 04.109/21 Glass -Fiber Reinforced Polymer Pipc (FRP) Thompson Pipe Gres:p Jhompson Pip. (Elamite) ASTM D3262/D3754 4/14/05 Polymer Modified Concrete Pip: Amilcch USA Meyer Pol)crctc Pip: ASTM C 33, A276, F477 8" to 102", Class V 0609110 El-9 Reinforced Polymer Concrete Pipe US Ccenposite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) • I ligh-density polyethylene pipe Phillips D)riscopipe, Inc. Opticore Ductile Polycthyl nc Pipe ASTM 1)1248 8" • I ligh-density polyethylene pipe Piexco Inc. ASTM D 1248 8" • High -density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8' High-densitypot)cth)lcrc pipe CSRHydroConduiuPipelineSystems McConnell Pip: Enlargement ASTM1)1248 Sewer - Pines/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/0211 I 33-11-12 I)R-14 PVC Pressure Pipe Pipclifc Jctstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33.11.12 DR• 14 PVC Pressure Pipe Royal Building Products Royal Scal PVC Pressure Pipe AWWA C900 4" thru 12" • From Original Standard Products List 2 FORT WONTIi CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Undated: (13/29/21)22 Note: All water or sewer pipe larger than 1S inch diameter shall be approved for use by the Water Department an a project specific basis. Special bedding may be required for some pipes. Approval Sewer Spec - No. Pipes/PVC* Classsification 33-31-20 (7/1/13) Manufacturer \lodel No. National Spec Size • 33-31-20 PVC Scwcr Pipc 1•M Manufacturing Co.. Inc. (Al Eagle) SDR-26 ASTM D 3034 4' - 15" 12/23,97• 33-31-20 PVC Saar Pipe Diamond Plastics Corporation SDR-26 ASTM D3034 4" thru 15" • 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" ihru 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinylicch PVC Pipe Gravity Sewer ASTM 1)3034 4" thru 15" 11/11/98 33-31.20 PVC Scwcr Pipe Diamond Plastics Corporation 'S' Gravity Sewer Pipe ASTM F 679 18' to 27" • 33-31-20 PVC Sera Pipe J•M Manufacturing Co, Inc. OM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28' 09/11/12 33-31-20 PVC Senn Pipe Pipelifc 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 115146 ASTM F-679 18' to 48" 04/27/06 33-31-20 PVC Sewer Fittings Rare° SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, ctc 4" - 15" • 33.31-20 PVC Sewer Fittings Kum Trends. Inc (\\'e41.0.0 Gasketcd PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipclife Jet Sue -am SDR 35 ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gaskctcd Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15" 10121/2020 33 31 20 PVC SCxrr Pipe VAPCx7(Wc lake) SDR 26 ASTM D3034 4' - 15" 10122/2020 33 31 20 PVC Serer Pipe Sanderson Itipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sean Pipc NAPC(k\Vcsdakcl SDR 26/35 PS 115/46 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/131 • Cura1 in Place Pipe Insituform Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National En%iro ech Group National Lines. (SPL) (tan 027 ASTM F-I216/D•58I3 05/29,96 Cured in Place Pipe Reynolds Indlnlina Tcchnolgy (lnliucr USA) Winer Technology ASTM F 1216 Sewer - Plpes/Rehab/Fold & Form • Fold and Form Pipe Cullum Pipc Systems, Inc. 11/03,98 Fold and Form Pipe Insituform Technologies. Inc. Insituform "NuPlpc" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04,00 Fold and Form Pipc fltralina Ultralincr PVC Alloy Pipelines ASTM F-1504, 1871, 1867 06'09.03 Fold and Form Pipc Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile Large Diameter 09/2691 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon ILC. Closed Profile Pipe, ASTM F 679 18' to 48" 09/26.91 ti100-2 PVC Sewn Pipc, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18' to 48^ Ii 100.2 PVC Sexy Pipe, Ribbed Lponor ET1 Company 11/10I10 (E100.2) Polypropylene (PP) S... cr Pipe. Double Wall Advanced Drainage Systems (ADS) SanTite 11P Double Wall (Corrugated) ASTM F 2736 24--30" 11/10/10 (EI00.2) Polypropylene (PP) Savor Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite 11P Triple Wall Pipe ASTM F 2764 30' to 60" 05/16111 Steel Reinforced Polyethylene Pipe ConTcch Construction Products DurmaaA ASTM F 2562 24' to 72" Water - Appurtenances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA CS00 1"-2" SVC, up to 24" Pipe 08/2862 Double Strap Saddle Smith Blair Jr317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Son ice Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AW\VA C800 I"-2' SVC, up to 24" Pipe 10/27/87 Curb Stops -Ball Motes Vanes McDonald 6100M,6100MT & 610MT 314" and I" 10/27/87 Curb Stops -Ball Meta Vahcs McDonald 4603B, 4604B, 6100N1, 6100TM and 6101M I :i" and 2" 5/25/2018 33.12.10 Curb Stops -Ball Meer Valves Ford Meta Box Co., Inc. I-13600-7XI., EBI600-7-NL, L22-77NL 1:V23-777-W-NI- AWWA CS00 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co, Inc. 111600-6-NI., E131600-6-N1., NL,122-66XL EV23-666-W- AWWA C$00 1.1/2' 5/25/2018 33-12-10 Curb Stops -Ball Meta Valves Ford Meter Box Co , Inc. E11600-4NL,1.181600-1-NL,1311-444-WR- NL, B22444-WR-NL, L28-I4NL AW\VA C800 1" 5/25/2018 33.12.10 Curb Stops•Ball Meter Vahan Mueller Co, Ltd. B-25000N, 15000N„ B-24277N-3, 1I-1552N, B-20200N-3,11- 11142276N A\VWA C800, ANSF 61 ANSI/NSF 372 2' 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co, Ltd- B-25000X, I5000X, B-20200X-3,13-24277N-3,11- I1-14276N, II-15525N AWWA CS00, ANSF 61, ANSI/NSF 372 1-l/2" 5/25/2018 33-12-10 Curb Stops -Batt Meta Valves Mueller Co., Ltd. B-25000N, B-20200N-3.11-15000N, 15530N II- AWWA C800. ANSF 61. ANSI/NSF 372 t" 01/26'00 Coated Tapping Saddle xith Double SS Straps 1CM Industries, Inc. 0406 Double Band SS Saddle I"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1C\1 Industries, Inc. 412 Tapping Skevr ESS AWWA C-223 Up to 30" w/12" Out 03'29 22 13.12.25 lapping Sten, Wooed or Stunk.: Steel) It Indt'rtei. Inc 415 Tapping Sleeve .\\\ \\ \ ( ' _ I C.a.rae Pipet Lady 05/10/11 Tapping Slane (Stainless Steel) Powcrscal 3490AS (Flange) & 3490M3 4'•h" 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 Slave (Stainless Steep Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Slave (Stainless Steel) Romac SST 111 Stsinless Steel AWWA C-223 Up to 30" w/ 12' Out 05/10/11 Joint Repair Clamp Powcrscal 3232 bell Joint Repair Clamp 4" to 30' Plastic Meta BoComposite Lid DEW Plastics Inc. DFW37C-12- I EPAF FTW Plastic Meter Box alComposite Lid DM Plastics Inc. DFW39C-I2-IEPAF FTW 08/30.06 Plastic Meter Box a/Composite I.id DEW Plastics Inc. DF\V65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & flays CMB37-B12 1118 LID-9 Concrete Meta 13ox Bass & hays CM13-I8-Ddal 1416 LID-9 Concrete Meter Bac Bus & hays CMB6S-665 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) • From Or;ginal Standard Products list 3 FORT WORTH. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 1 S inch diameter shall be approved for use by the Water Department on a protect specific basis. Special bedding may be required for some pines. Approval Spec Water No. - Combination Classsification Air Release 33-31-70 (01/08/13) Manufacturer Model No. National Spec Size • EI-I 1 Combination Air Release Valsc GA Industries, Inc. Empire Air and Vacuum Valse, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts 1" & 2" • El -I 1 Combination Air Release \'also \tultip!cx Sanufacturing Co. Crispin Air and Vacuum Valves, Motel No. 1/2', I" & 2' • El-1 l Combination Air Release Valve Valve and Primcr Corp. APCO #143C, #145C and #I47C I", 2' & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10.0187 E-I.12 Dry Barrel Firc Hydrant American -Darling Valve Drawing Nos. 90-I8608, 94-18560 AWWA C-502 03/31i88 E-I-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94.18791 AWWA C-502 09/30/87 E-I-12 Dry Barrel Fire Iiydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E•I.12 Dry Barrel Fire Hydrant American AVK Company Mode 2700 A\V\V,\ C-502 08'24188 E-I.12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AAA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valse Shop Drawing No. D•807831-V AWWA C-502 09/24/87 E-1.12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion A\V%VA C-502 01/15/38 E1-12 Dry Barrel Fire II)drant Mueller Company Shop Drawing FII-12 A-423 Super Centurion 200 A\VW,\ C-502 1009i87 E-I-D 2 Dry Barrel Fire ID)drant U.S. Pipe & Foundry Shop hawing No. 960250 A1V\VA C-502 09/16'S7 E-I.12 Dry Barrel Fire Iiydrant \Vateraas Company Shop Drawing No. SK740803 AWWA C-502 OS/12/16 33-12-10 Dry Barrel Fire Hydrant El (East Jordan iraa Works) WaterMastcr 5CD250 Water - Meters 02/0993 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Vahe . A\VWA C550 4" - 10' 08.05.04 Magnetic Drive Vertical Turbine Hersey Magnetic Drise Vertical AW\VA C701, Class 1 3/4' - 6" Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 0I/18/18 33•I I.12 PVC Pressure Pipe Vin)irtch PVC Pipe DR14 AW\VA C900, A\\' s\ C605, ASTM D1784 4"-12" 3/19/2018 33 1112 PVC Pressure Pipe Pipclife Jet Stream DRI4 AWWA C900 4"-12" 3/19/2018 33 1112 PVC Pressure Pip: Pipclife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 1112 PVC Pressure Pipe Diamond Plastics Corporation DR 14 A\VWA C900 4"-12" 5/25/2018 33 I 1 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24' 12/6'2018 33 1112 PVC Pressure Pipe J-M Manufacturing Co, Inc d•b'a JM Fagle DR 14 A31'\VA C900.16 LT 1285 ANSI/NSF 61 FM 1612 4"-28" I2/6'20IS 33 11 12 PVC Pressure Pipe Y\1 Manufacturing Co., inc d&b'a AiEagle DR 18 AW\VA C900-16 C/1. 1285 ANSI/NSF 61 FM 1612 I6"-24" 9162019 33 1112 PVC Pressure Pipe undagraand Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9;6'2019 33 I 12 PVC Pressue Pipe NAPCOrWestlakel DRIB A\V\VA C900 16•' - 24" 9;6'2019 33 11 12 PVC Pressure Pipe VAPCOiWatlalel DRI4 AWWA C900 4'- 12" 9.'6'2019 33 1 112 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AV/WA C900 4'- 12" Water - Pipes/Vah'es & Fittilles/Ductile Iron Fittitlas 33-11-11 (01/08/13) 07/23,92 E1-07 Ductile iron Fittings Star Pipe Products, Inc. Mcchanical Joint Fittings AW\VA C153 & C 110 • E1-07 Ductile Iron Finings Griffin Pipe Products, Co. Mechanical Joint Fittings A\VWA C 110 • E1-07 Ductile Iron Fittings Mc\Vane/T)lcr pipe/ union utilities iYvision Mechanical Joint Fillings, SSB CIass 350 AWWA C 153, C 110, C I 1 1 08111/98 El-07 [Tactile Iron Fittings Sigma. Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 El-07 Mil Fittings Accucast Class 350 C-I53 MI Fittings AWWA C153 4' 12" 05/14;98 EI-07 Ductile Iron Joint Restraints Ford Meter Box CoJuni-Flange Uni-Flange Scrics 1400 AW\VA CI11/C153 4" to 36" 05/14/98 El-24 PVC Joint Restraints Ford Meter Box Co!L-ai-Flange Uni-Flange Series 1500 Circle -Lock AWWA CI I I1C153 4" to 24" 11/09.04 E1.07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA CI I I;CD 16.'C153 4" to 12' 02/29/12 33-11-11 Ductile Iron Pip: Mcchanical Joint Restraint EBAA Iron. inc. Megalug Series 1100 (for DI Pipe) AW\VA C I I IICl I6'C153 4" to 42' 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe) AMNIA C11 I/CI 16'C153 4" to 24" 08,05/04 E1.07 Mechanical Joint Retainer Glands(PVC) Sigma. Co. Sigma One-l.ok SI.C4 - SI.CiO AWWA CI 11/C153 4" to 10' 03/06'19 33.11.11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One -Lei SLCS4 - SLCS12 A\V\VA CI 11/C153 4" to 12' 0V05;04 E1-07 Mechanical Joint RetainerGlands(PVC) Sigma, Co. Sigma Ore-LosSLCE ,\\,ny, CII1iC153 12'to24" O8'10;98 El-07 NU Fiuings(DIP) Sigma, Co. Sigma One-Lok SLDE AW\VA C153 4' - 24" 10//12/10 El-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond I.ok 21 & Al ASTM F-1624 4" to 12' 08/16'06 EI-07 Mechanical Joint Fittings SIP Industrics(Scrampare) Mechanical Joint Fittings AWWA C153 4" to 24" 11;07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AW\VA CI 11 11;07/16 33-11-II Mechanical Joint Retainer Glands Star Pipc Products, Inc. DiP Stargrip Series 3000 ASTM ,\536 AWWA CI 11 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP industrics(Scrampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM ,\536 AW\VA CI 11 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industrics(Scrampere) E7. Grip Joint Restraint (EZD)Red for C900 DR14 PVC Pipe ASTM A536 AWWA CI11 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP industrics(Scrampve) EZ Grip Joint Restraint (EZD) Red for C900 DRIB PVC Pip: ASTM A536 A\1'11'A Cl 11 I6"-24' • From Original Standard Products list 4 FOR'I' WO R'I'H CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/29/2022 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a )rojcct specific basis. Special bedding nay be required for some pipes. Approval Spec No. Classsification Manufacturer Model No. National Spec Sizc Water - Pines/Valves & Filtines/Resilient Seated Gate Valve* 33-12-20 (05/13/I51 Resilient Wedged Gate Valve w;no Gears American Flaw Control Series 2500 Drawing a 94-20247 16" 12/13202 Resilient Wedge Gatc Valve American Flow Control Series 2530 and Series 2536 AW\VA CSIS 30' and 36' 08/31/99 Resilient Wedge (late Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA CS15 20" and 24" 05/18,99 Resilient Wcdgc Gate Valve American Flow Control Series 2516 (SD 94.20247) AWWA C5I5 16" 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Stria 2500 (Ductile Iron) AWWA CSI5 4' to 12" 08'05/04 Resilient Wcdgc Gate Valve American Flow Coouol 42' and 48" AFC 2500 AWWA C5I5 42' and 48' 0523/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 0124.02 EI-26 Resilient Wcdgc Gate Valve American AVK Company 20' and smaller • El-26 Resilient Seated Gate Valve Kennedy 4' - I2" • F:I-26 Resilient Seated Gate Valve M&11 4" - 12" • EI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12' 11/08.19 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23.03 Resilient Wedge Gate Valve Mueller Co. Series 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 Gatc Valve Mueller Co. Mueller 42' & 48', C-5I5 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4' - 12' 10:0494 Resilient Wedge Gate Valve Clow Valve Co. I6" RS GV (SD D-20995) AWWA CSI5 16" 11/0199 E1.26 Resilient Wcdgc Gatc Va11c Clow Valve Co. Clow RW Valve (SD D-21652) AWWA CS15 24" and smaller I I29iO4 Resilient Wedge Gatc Valve Clow Valve Co. Clow 30" & 36" C-5I5 AWWA C5I5 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gatc Valve Clow Valve Co. Clow Valve Model 2638 AW WA C515 24" to 48" (Note 3) O5/0&91 I11-26 Resilient Seated Gate Valve Stoneham Vahcs & Fittings AWWA C 509, ANSI ASTM A 276 Type 304 nuts 420 - stem. - Bolts & 4" - 12" • E1-26 Resilient Scatcd Gatc Valve U.S. Pipe and Foundry Co. Mctreocat 250, rcgairemrets SPL a74 3' to I6" 10/26/16 33.12.20 Resilient Scatcd Gate Valve I) (last Jordan Iron Works) FJ Flo svtaster Gate Valve & Boles 0824/18 Mateo Gate Valve Matco-Nona 225 MR AWWA/ANSICI15/An21.15 4'to16" Water - Pipes/Valves & Fittines/Rubber Seated Butterfly Yaffe 33-12-21 (07/10/141 • EI.30 Rubber Seated Butterfly Valve henry Pratt Co. AWWA C-504 24" • E1-30 Rubber Stated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller I/11/99 ' EI.30 Rubber Seated Butterfly Valve Deavrtk Valves Co. AWWA C-504 24' and larger 06/12iO3 III-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valle AWWA C-504 Up to 84" diameter 01.'04'07 E1-30 Rubber Stated Butterfly Valve M&I1 Valve M&I1 Style 4500 & 1450 AWWA C-504 24' to 48" 03/19/18 33 12 21 Rubber Seated Buuafy Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/I2/05 Iit-l3 Polyethylene lincasmsnt Fleesol Packaging Fulton Enterprises AWWA CIOS 8 mil LLD 05/12/05 El-13 Polyethylene bncasment Mountain States Plastics (MSP) and AF.P Ind. Standard Ilardmarc AW\VA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrmg byCowtann Bolt & Gasket AWWA C105 8 mil LLD 09;06119 33.11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP ' AWWA C105 8 mil I.LD Water - Sampling Station In 2/96 Watt( Sampling Station Water Plus B20 Water Sampling Station Water - Automatic Flusher l0/21/20 Automated Flushing System Mueller IIydroguud )IG6-A-I IIG2-A-IN--2-PVC-018-LPLG(Permanent) N-2-BRV-LPR R(Portablc) 04i09/21 Automated Flushing System Kupfalc Foundry Company Eclipse a9800wc 01109/21 Automated Flushing System Kupfalc Foundry ('crnpany Eclipse 0700 (Portable) • From Original Standard Products List 5