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065755 - Construction-Related - Contract - McCarthy Building Companies, Inc.
CSC No. 65755 FORTWORTH. CONTRACT FOR THE CONSTRUCTION OF Bonds Ranch Road from Wagley Robertson to Hawks Landing City Project No. 103278 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Lauren Prieur Director, Transportation and Public Works Department Chris Harder Director, Water Department Prepared for The City of Fort Worth Transportation and Public Works Department 2025 Kim ley-/,/-\/ Horn Texas Registered Engineering Firm F-928 KH No. 061018408 1/21/z0z5 1/21/z0z5 n��o! ®141y P qt®°® "•° OGV� ,m �.........° .d KERCHO d OFFICIAL RECORD ..•••_•••°••••••••MARDam•d d JOSH OANA SHUM... d /°.•..............•.•.•. d°........°°°°.°...°°.eA %pt 113002 S4i�d 4jo•°(�c Eo°°�`® I®,n•<��•EIVSF;�r��`.7 CITY SECRETARY OWN, L� ®• FT. WORTH, TX FORT WORTH. City of Fort Worth Table of Contents Adopted September 2011 00 00 00 TABLE OF CONTENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Page 1 of 9 Last Revised 0005 10 Mayor and Council Communication 07/01/2011 0005 15 Addenda 07/01/2011 00 i i t z i ,itat on to Bidde s- 02/08/ 02 00 11 14 Invitation to Offerors 09/10/2025 00instmetions09/01/202-5 00 21 14 Instructions to Offerors 09/10/2025 0035 13 Conflict of Interest Statement 02/24/2020 0O 44-00 BidT-eTm 09/1-5 00 41 01 Proposal Form 09/10/2025 00 42 43 Proposal Form Unit Price 09/30/2021 0043 13 Bid Bond 09/30/2021 00 43 37 Vendor Compliance to State Law Nonresident Bidder 09/30/2021 0045 11 Bidders Prequalifications 08/13/2021 0045 12 Prequalification Statement 09/30/2021 06/13/2025 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 41 Small Business Goal 9/01/2025 nn 9/ o�-5 00 52 44 Agreement 09/10/2025 0061 13 Performance Bond 12/08/2023 0061 14 Payment Bond 12/08/2023 0061 19 Maintenance Bond 9/19/2025 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 09/01/2025 1007301 1 Supplementary Conditions 09/10/2025 Division 01 - General Requirements Last Revised 01 1100 1 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 29 75 Materials On Hand 9/19/2025 01 31 19 Preconstruction Meeting 09/01/2025 01 31 20 Project Meetings 07/01/2011 0132 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 013300 Submittals 12/20/2012 0135 13 S ecial Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 09/19/2025 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 0157 13 Storm Water Pollution Prevention Plan 07/01/2011 0158 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 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 2 of 9 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 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Date Division 02 - Existing Conditions Modified 02-4 --B Seleetye Site Demolition 0241 14 Utility RemovattMandonnwnt 0 ni tc Paving Removal Division 03 - Concrete Division 26 - Electrical Division 31 - Earthwork 3' 31 23 16 Unclassified Excavation October 2025 31 23 23 Borrow October 2025 31 24 00 Embankments October 2025 3, Z'�o Gabions 3t 37 nn I)rovements PER, R iis�:• • CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 3 of 9 Division 33 Utilities 334t-30 Sewer- and Manhole Testing 33 n1 31 �z 330132 Closed Circuit Television (CCTV) Inspection October 2025 33 n3 1n Bypass Pumping of &dsting Sewer- Systeffl-8 33 04 10 Joint Bonding and Electrical Isolation October 2025 33 04 11 Corrosion Control Test Stations October 2025 33 04 12 Magnesium Anode Cathodic Protection System October 2025 33 04 38 33 A4-48Cleaning an" Testing of Watef Mains 33 04 cn Cleaning of SeweFA4ait+s 33 nc 1n 330511 �z 3 3 05 1 33 nc 1 n1 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade October 202.5 334,9W Auger- Ber-ing 330521 � Twntel r ine hate 33-05-22 Steel Casing Pipe 330523 Hand Tunneling 33 nc 2n installation Caffief Pipe in Casing Ruine! Linef Plate of -of 330530 33�5 B 1ts Nuts and Gaskets 33 11 10 Ductile Iron Pie October 2025 33 11 17 �z Polyvinyl Chloride (PVC) Pr-essufe Pip 33 11 3 Steel Cylindef-Type > 33 11 14 Buried Steel Pipe and Fittings October 2025 23 1 2 1 �on �a7 ate f C',- oyiees 1 e to 7,„ h 33 32� Res lieftt Seated !ate Valve 33 334-2-M conneetion to Existing Water Mains CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 4 of 9 vivision J4 - l ranS ortanon A-tont o 344440ns n thetenor Cadet -� n##a��1=A �a n� zn nt in 02 zn 4 4.0- 3nnt-ii T zn nt 13 3n 34 n t 2nRoadway l4lumination �o 24 4120.01 Zn 4120.02 Freeway LED Roadway Luminaifes A n t 20 n3 Residential LED Roadway Lufninair-es Ant 30 Aluminum Signs �o 34 71 13 Traffic Control October 2025 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 5 of 9 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProoectResources/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 03/11/2022 0241 14 Utility Removal/Abandonment 12/20/2012 0241 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 06/13/2025 n nM in 2025 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03_g0 00 Modifieations to Existing Conefete SWae4ures , 2i Division 26 - Electrical 26 05 00 Common Work Results for Electrical 03/11/2022 245�9 t 2 Q/-2 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 2 6-05-43 07inn 26 05 cn 0206 0476 Division 31- Earthwork 31 00 00 Site Clearing 03/22/2021 6 U-ne assifie E.,, ,,vefi ,* (HAS BEEN MODIFIED) October 2025 3 BoFr-ew (HAS BEEN MODIFIED) October 2025 34-24490 marts (HAS BEEN MODIFIED) October 2025 31 25 00 Erosion and Sediment Control 04/29/2021 34-36-00 Gabieffs QA2QQQQ 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 12/20/2012 3201 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paying Repair 06/13/2025 32 1123 Flexible Base Courses 12/20/2012 32 1129 Lime Treated Base Courses 12/20/2012 3244-33 Cement Treated Rase C,.ufses n6iio 0Q - 3244-3 08i 5 32 1216 Asphalt Paving 6/07/2024 32 12 73 Asphalt Paying Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/13/2025 32 1320 Concrete Sidewalks, Driveways and Barrier Free Rams 12/09/2022 32 1373 Concrete Paving Joint Sealants 12/20/2012 6 Briek Unit Pey4fig , 2 Q0i2 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 6 of 9 32 1723 Pavement Markings 06/10/2022 1 1 /nrrr04,90 B �'�3 f''1,ai Fences ,a Gates 17/ramzv/i012 32-34-M Wire Fo, ees and Gates 12i2- 32 31 29 Wood Fences and Gates 12/20/2012 32-3243 06/05�2S 3291 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 2 92 1 c Native Grass and W;1,1E9,.we ee, ing 10/06i20v13 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television CCTV Inspection - Sanitary Sewer 03/11/2022 334t-32Stefm1 ins � 334340 12/20QO47 �z 33-0440 joint Bending and Qeetfieal lselatiefi (HAS BEEN MODIFIED) October 2025 3-04- 4 r,,....esion Control Test Stations (HAS BEEN MODIFIED) October 2025 22� Magnesium Anode Cathodic Pr- .to,.,-io Syste,,.. (HAS BEEN MODIFIED) October 2025 4 -04-3e no i 12-5 33--04--40 02 6/201-3 3 n �nnco 01 2022 3/1 � 3305 10 Utility Trench Excavation, Embedment, and Backfill 06/13/2025 3 nc 1 � TJ--�J-TZ 12/M2n12 1�T�1Z 3 nc 1 3 Ffame, Cover and Gfude Rings 09/09 202 Adjusting` Other- Stfuetufes to 33 05 14 and G (HAS BEEN MODIFIED October 2025 3-3--05-476 C-On ,-OtO Watff v.,,,4 12i�12 3305 17 Concrete Collars 03/11/2022 33 A520 1 2QQQQ 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pie 12/20/2012 3 05 71 Hand Tunneling 12iMni2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 12/09/2022 �nc2 3 6 ,�0 QQQ, z 33 05 30 Location of Existing Utilities 12/20/2012 334440 (HAS BEEN MODIFIED) October 2025 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride VC Pressure Pie 09/09/2022 33 11 13 Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 03/07/2025 334444 (HAS BEEN MODIFIED) October 2025 33 1210 Water Services 1-inch to 2-inch 02/14/2017 3 =Lafge12/20,242 33 1220 Resilient Seated Gate Valve 05/06/2015 33 1221 AWWA Rubber -Seated Butterfly Valves 04/23/2019 33 1225 Connection to Existing Water Mains 02/06/2013 3 1 2 2nfor-1 2i10/20 2 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Page 7 of 9 33 1240 Fire Hydrants 01/03/2014 33-472-50 122042012 33 1260 Standard Blow -off Valve Assembly 06/19/2013 3331 12 Cured in Place Pipe CIPP 12/20/2012 23Fiber-glass,2�7rcQOQ012 33-34-15 High Density Polyethylene Pipe for Sanitarf-Sewer- -nn iz1 (14DPE) 33 31 20 Polyvinyl Chloride VC Gravity Sanitary Sewer Pie 09/09/2022 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 2 , 2 L'�Q 33-34-23 t z izzz, QQ 33-34—S0 n,, 26/2 34-34-70 12Q 3339 10 Cast -in -Place Concrete Manholes 12/13/2024 33 39 20 Precast Concrete Manholes 12/13/2024 3 zn zn , 2i, 3/20-2 z zAeeess, 7 �7rc�-zOA20iz 3 zo 6n nefsor-ewefufessnniznQm, 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 2z ene,'f/fez 33-442 ' ,"'�� z z3 33-4� , z h�n� zz n6 n, nvn, /20- , 3 6 n2 �z 'r -ene Dr-ai ,s �n 07/01/2011 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/13/2024 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Win walls 07/01/2011 Division 34 - Transportation 344440 (HAS BEEN MODIFIED) October 2025 3441 10.01 Attachment A — Controller Cabinet 12/18/2015 3441 10.02 Attachment B — Controller Specification 02/2012 3441 10.03 Attachment C — Software Specification 01/2012 3441 11 Temporary Traffic Signals 11/22/2013 3441 13 Removing Traffic Signals 03/11/2022 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 zn n 0i Freeway LED Roadway Luminaires 06i,o c 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs ns 11/12/2013 zn n, cnFiber-02,9 zn,6 z n�-3 •r,.,,fr;,, C rt fe (HAS BEEN MODIFIED) 03/22/2021 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 00 00 00 TABLE OF CONTENTS Appendix Page 8 of 9 GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 ter• 4.06 Underground Facilities Haza,-,1aus Environmental Condition t GC-6.06.D Site Small Business Utilization Form GC-6.07 GC nn Wage Rates Peimt is and Ut;lifie Qom. GC. 7.01 CSP Proposal Tables 1 - 11 GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 19, 2025 7/13/26, 2:25 PM M&C Review CITY COUNCIL AGENDA Create New From This M&C Official site of the City of Fort Worth, Texas FORT WORTH REFERENCE **M&C 26- 20BONDS RANCH - WAGLEY DATE: 6/9/2026 NO.: 0504 LOG NAME: ROBERTSON CONSTRUCTION CONTRACT CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: (CD 10) Authorize Execution of a Contract with McCarthy Building Companies, Inc. in the Amount of $22,288,804.77 for the Bonds Ranch Road Widening Improvements Project from Wagley Robertson Road to Hawks Landing Road (2022 Bond Program) RECOMMENDATION: It is recommended that the City Council authorize execution of a contract with McCarthy Building Companies, Inc. in the amount of $22,288,804.77 for the Bonds Ranch - Wagley Robertson project (City Project No. 103278). DISCUSSION: The purpose of this Mayor and Council Communication (M&C) is to authorize execution of a construction contract with McCarthy Building Companies, Inc. in the amount of $22,288,804.77 for construction of the Bonds Ranch Road widening improvements from Wagley Robertson Road to Hawks Landing Road improvements project (City Project No. 103278). The project was designed by Kimley Horn and Associates Inc. (City Secretary Contract No. 56476). The improvements include widening the roadway from a 2-lane asphalt road with drainage ditches to a 4-lane divided thoroughfare with shared -use paths, drainage improvements, streetlights, and traffic signals at Wagley Robertson Road and Fossil Springs Drive/Kittering Terrace. The total project funding allocation is $36,407,000.00, which includes planning, design, land acquisition, project administration, construction, inspection, testing, utility relocations, and contingencies. The project is currently funded from the 2022 Bond Program, Transportation Impact Fee Cap, Developer Contribution, Intergovernmental Contribution, Trans Impact Fee Cap Legacy, and Street Rehabilitation Funds. The project was advertised for competitive sealed proposals on February 11 and February 18, 2026, in the Fort Worth Star -Telegram. Proposals were received on April 2, 2026. The following table summarizes the compiled scores, evaluated on experience, qualifications, project approach, project schedule, safety history, and project cost, for the proposals received: Relevant Key Detailed Offeror Price Experience Personnel Schedule & Total Written Plan McCarthy Building 50.00 13.70 7.40 23.40 94.50 Companies, Inc. McMahon Contracting and 42.70 13.60 6.90 21.82 85.02 Construction LLC Maximum Possible 50.00 15.00 10.00 25.00 100.00 Points Construction of the Bonds Ranch Road Widening Improvements is expected to begin in the summer of 2026. apps.cfwnet.org/council_packet/mc_review.asp?ID=34547&counci Idate=6/9/2026 1 /3 7/13/26, 2:25 PM M&C Review McCarthy Building Companies, Inc. has met the City's Small Business goal. The following table summarizes the total funding for the Bonds Ranch - Wagley Robertson project: Fund Name Existing Funding Additional project Total Funding 34027 - 2022 Bond Program $15,900,000.00 $0.00 $15,900,000.00 30108 - Transportation Impact $6,868,281.08 $0.00 $6,868,281.08 Fee Cap 30104 - Developer Contribution $250,000.00 $0.00 $250,000.00 30106 - Intergovernmental $12,400,000.00 $0.00 $12,400,000.00 Contribution 39008 - Trans Impact Fee Cap $131,718.92 $0.00 $131,718.92 Legacy 39408 - Street Rehabilitation $857,000.00 $0.00 $857,000.00 Total Funding $36,407,000.00 $0.00 $36,407,000.00 This project is included in the 2022 Bond Program. The City's Extendable Commercial Paper (ECP) (M&C 22-0607; Ordinance 25765-08-2022) provides liquidity to support the appropriation. Available resources will be used to actually make any interim progress payments until the debt is issued. Once debt associated with a project is sold, debt proceeds will reimburse the interim financing source in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance 25515-05-2022). Funding is budgeted in the 2022 Bond Program, Transportation Impact Fee Cap, Developer Contribution and Intergovernmental Contribution Funds for the Transportation and Public Works Department for the purpose of funding the Bonds Rach - Wagley Robertson project. The project is in COUNCIL DISTRICT 10. FISCAL INFORMATION/CERTIFICATION: The Director of Finance certifies that funds are available in the current capital budget, as previously appropriated, in the 2022 Bond Program, Intergovernmental Contribution, Transportation Impact Fee Cap, and Developer Contribution Funds for the Bonds Ranch - Wagley Robertson project to support the approval of the above recommendation and execution of the contract. Prior to any expenditure being incurred, the Transportation and Public Works Department has the responsibility to validate the availability of funds TO Fund Department Account Project ID ID FROM Fund Department Account Project ID ID Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: Program Activity Budget Reference # Amount Year (Chartfield 2) Program Activity Budget Reference # Year (Chartfield 2) Jesica McEachern (5804) Lauren Prieur (6035) Monty Hall (8662) Amount apps.cfwnet.org/counciI_packet/mc_review.asp?ID=34547&counciIdate=6/9/2026 2/3 7/13/26, 2:25 PM ATTACHMENTS M&C Review 103278 BRR Form 1295 Certificate McCarthy_pdf (CFW Internal) 103278 BRR Widening Improvements Map.pdf (Public) 103278 PBS.pdf (CFW Internal) 103278 SAM Search McCarthy Building Companies, Inc..pdf (CFW Internal) 103278 McCarthy Construction Contract FID Table.xlsx (CFW Internal) apps.cfwnet.org/counciI_packet/mc_review.asp?ID=34547&counciIdate=6/g/2026 3/3 00 os 15 - I ADDENDA Page 1 of 2 SECTION 00 05 15 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO. 1 To the Specifications and Contract Documents For Bonds Ranch Road (Wagley Robertson Rd. to Hawks Landing Rd.) City Project No. 103278 Issued: February 26, 2026 Bid Open Date: March 19, 2026 This addendum forms a part of the Specifications and Contract Documents for the above referenced project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space below, and in the proposal (SECTION 00 41 01). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Plans and Specification documents for the Bonds Ranch Road from Wagley Robertson Rd. to Hawks Landing Rd., City Project No. 103278, are hereby revised by Addendum No. I as follows: SPECIFICATIONS 1. Specification 00 11 14 Invitation to Offerors • Replace Section 00 11 14 Invitation to Offerors with the attached Invitation to Offerors in the addendum. • The bid opening date was revised to March 26, 2026 at 2 PM. 2. Specification 00 42 43 — Proposal Form • Replace 00 42 43 Proposal Form with the attached proposal form. • Unit V: Traffic Control was added. Items in Units I & IV revised to reflect these changes. • Bid items associated with the revised and added sheets have been updated. 3. Specification 00 73 01 — Supplementary Conditions • Replace 00 73 01 Supplementary Conditions with the attached Supplementary Conditions in the addendum. • The following changes were made in section SC — 1.01 Defined Terms: o City Specified Time of Completion was removed. o Daily Value was removed. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 14, 2022 000515-2 ADDENDA Page 2 of 2 CONSTRUCTION PLANS 1. The following sheets have been revised and replaced with corresponding sheet number "A": • C0.01 • C4.06 • C6.10 • C7.02 • C8.14—C8.15 • C8.33 — C8.36 2. The following sheets have been added: This Addendum No. 1 forms part of the Plans, Specifications, and Contract Documents for the above -referenced project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information in the space provided in Section 00 41 01, Proposal Form, Page 3 of 3. A signed copy of Addendum No. I should be included in the submitted sealed bid at the time of bid submittal. Failure to acknowledge receipt of Addendum No. I below could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECEIPT ACKNOWLEDGED By: (� C4 epany: McCarthyBuilding Companies Address:3400 N Central Expressway Ste 500 City: Richardson State: Texas Lauren Prieur, P.E. Director, Transportation and Public Works AlefAndra Ayala, P.E. Sr. Project Manager END OF SECTION CITY OF FORT NVORTH Bonds Ranch Road from wagley Robertson to Hawks Landing STADIDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 14, 2022 0005 is- I ADDENDA Page 1 of 2 SECTION 00 05 15 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO. 2 To the Specifications and Contract Documents For Bonds Ranch Road (Wagley Robertson Rd. to Hawks Landing Rd.) City Project No. 103278 Issued: March 9, 2026 Bid Open Date: March 26, 2026 This addendum forms a part of the Specifications and Contract Documents for the above referenced project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space below, and in the proposal (SECTION 00 41 01). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. Tile Plans and Specification documents for the Bonds Ranch Road from Wagley Robertson Rd. to Hawks Landing Rd., City Project No. 103278, are hereby revised by Addendum. No. 2 as follows: SPECIFICATIONS 1, Specification 00 00 00 — Table of Contents • Standard Spec listing has been modified to add item 33 41 13 Polypropylene Pipe (PP) for Storm Drain 2. Specification 00 41 01— Proposal Fornr • Replace 00 41 01 Proposal Form with the attached proposal form. + Units/Sections has been updated to incorporate Unit. V Traffic Control and Unit VI Alternate Bid for PP Stornn Drain. • Proposal Amount Section 6.3 has been updated to reflect the total Proposal — Base amount and the Total Proposal — Alternate. 3. Specificatiotn 00 42 43 — Proposal Form • Replace 00 42 43 Proposal Form with the attached proposal form. • Bid items associated with the revised and added sheets have been updated. An Alternate Bid Section has been added for PP Storm Drain in lieu of RCP CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to hawks Landing STANDARD CONSTRUCTION SPECIFICATION! DOCUMENTS CPN 103278 Revised September 14, 2022 0005IS-2 ADDENDA Page 2 of 2 CONSTRUCTION PLANTS 1. The following sheets have been revised and replaced with corresponding sheet number "A" or "B": • CO.01 • C1.03 C4.OS - C4.06 • C6.04 • C6.09 — C6.10 • C8.35 • C8.48 • C8.S8 • C10.01—C10.02 2. The follmNing sheets have been added: « C6.12 This Addendum No. 2 forms part of the Plans, Specifications, and Contract Documents for the above -referenced project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested infot7nation in the space provided in Section 00 4101, Proposal Forni, Page 3 of 3. A signed copy of Addendum No. 2 should be included in the submitted sealed bid at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECEIPT ACKNOINTEDGED By: _ a Z� — Company: McCarthy Building Companies Address: 3400 N Central Expressway Ste 500 City: Richardson State: Texas Lauren Prieur, P.E. Director, Transportation and Public Works By: ,V Alejat bra Ayala, P.. Sr. Project Manager END OF SECTION CITY OF FORT WORTFI bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 14, 2022 0005 15 - 1 ADDENDA Page I of 2 SECTION 00 05 15 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO. 3 To the Specifications and Contract Documents For Bonds Ranch Road (Wagley Robertson Rd. to Hawks Landing Rd.) City Project No. 103278 Issued: March 13, 2026 Bid Open Date: April 2, 2026 This addendum forms a part of the Specifications and Contract Documents for the above referenced project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space below, and in the proposal (SECTION 00 41 01). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Plans and Specification documents for the Bonds Ranch Road from Wagley Robertson Rd. tc Hawks Landing Rd., City Project No. 103278, are hereby revised by Addendum No. 3 as follows: SPECIFICATIONS 1. Specification 00 11 14 — Invitation to Offerors • Replace Section 00 11 14 Invitation to Offerors with the attached Invitation to Offerors in the addendum. • The bid opening date was revised to April 2, 2026 at 2 PM. 2. Specification 00 4101 — Proposal Form • Replace 00 42 43 Proposal Form with the attached proposal form • Removed 5' Drop inlet Item and updated quantity for 4' Drop Inlet This Addendum No. 3 forms part of the Plans, Specifications, and Contract Documents for the above -referenced project and modifies the original Project Manual and Contract Documents of the same. Acknowledge your receipt of Addendum No. 3 by completing the requested information in the space provided in Section 00 4101, Proposal Form, Page 3 of 3. A signed copy of Addendum No. 3 should be included in the submitted sealed bid at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 3 below could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. CrrY OF FORT WORTII Bonds Ranch Road from Wagley Robertson so Hawks I-anding STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 14, 2022 RECEIPT ACKNOWLEDGED By: Col�11y-_McCarthy Building Companies Address: 3400 N Central Expressway Ste 500 City: Richardson State: Texas 000515-2 ADDENDA Page 2 of 2 Lauren Prieur, P.E. Director, Transportation and Public Works By;A4nAg'-Adyl i %�. Aleja ra Ayala, P.. Sr. Project Manager END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 14, 2022 0005 IS- I ADDENDA Page 1 of 2 SECTION 00 05 1.5 ADDENDA CITY OF FORT WORTH, TEXAS ADDENDUM NO.4 To the Specifications and Contract Documents For Bonds Ranch Road (Wagley Robertson Rd. to Hawks Landing Rd.) City Project No. 103278 Issued: March 27, 2026 Bid Open Date: April 2, 2026 This addendum forms a part of the Specifications and Contract Documents for the above referenced project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space below, and in the proposal (SECTION 00 41 01). Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The Plans and Specification documents for the Bonds Ranch Road fi•om Wagley Robertson Rd. to Hawks Landing Rd., City Project No. 103278, are hereby revised by Addendum No. 4 as follows: SPECIFICATIONS • Specification 00 41 01— Proposal Form • Replace 00 42 43 Proposal Fonn with the attached proposal form. + Bid items and quantities associated with revised sheets and Bonfire questions have been updated. CONSTRUCTION PLANS 1. The following sheets have been revised and replaced with corresponding sheet number "A," ccB,» Ol. 44C)% + C8.35 • C8.48 This Addendum No. 4 forms part of the Plans, Specifications, and Contract Documents for the above -referenced project and modifies the original Project Manual and Contract Documents of the same. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 14, 2022 0005IS-2 ADDENDA Page 2 of 2 Acknowledge your receipt of Addendum No. 4 by completing the requested information in the space provided in Section 00 4101, Proposal Form, Page 3 of 3. A signed copy of Addendum No. 4 should be included in the submitted scaled bid at the time of bid submittal. Failure to acknowledge receipt of Addendum No, 4 betow could cause the subject bidder to be considered "NONRESPONSIVE," resulting in disqualification. RECEIPT ACKNOWLEDGED By: C ny: McCarthy Building Companies Address: 3400 N Central Expressway, Ste 500 City: Richardson State: Texas Lauren Prieur, P.E. Director, Transportation and Public Works By: Alej ndra Ayala, P.E. Sr. Project Manager END OF SECTION CITY OF FORT WORTH Boards Rauch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September Id, 2022 0011 14 INVITATION TO OFFERORS Pagel of 3 SECTION 00 1114 INVITATION TO OFFERORS COMPETITIVE SEALED PROPOSAL RECEIPT OF PROPOSALS Electronic proposals for the construction of Bonds Ranch Road from Wagley Robertson to Hawks Landing ("Project") will be received by the City of Fort Worth via the Procurement Portal https:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project until 2:00 P.M. CST, Thursday, March, 19, 2026. Proposals will then be opened publicly and read aloud beginning at 2:00 PM CST in the Council Work Session Room. Your submissions must be uploaded, finalized and submitted prior to the Project's posted due date. The City strongly recommends allowing sufficient time to complete this process (ideally a week prior to the deadline) to begin the uploading process and to finalize your submission. Uploading large documents may take time, depending on the size of the file(s) and your Internet connection speed. The Bonfire portal can be accessed using Microsoft Edge, Google Chrome, or Mozilla Firefox. Javascript must be enabled. Browser cookies must be enabled. Electronic submission is subject to electronic interface latency, which can result in transmission delays. All proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested proposer is unable to submit a complete response before the published deadline due to transmission delays or any other technical issues or obstructions. The City strongly recommends allowing sufficient time to complete the submission process (ideally a week before the deadline) to begin the uploading process and to finalize your submission to give adequate time in the event an issue arises. All submissions must be submitted electronically prior to the close date and time under the respective Project via the Procurement Portal: https: Hfortworthtexas.bonfirehub. com/portal/?tab=openOpportunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a proposal as non -responsive. No late proposals shall be accepted. Proposals delivered in any other manner than using the Bonfire Platform (Procurement Portal) will not be accepted or considered. If, upon being opened, a submission is unreadable to the degree that material conformance to the requirements of the procurement specifications cannot be ascertained, such submission will be rejected without liability to the City, unless such offeror provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Proposal was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a proposal into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Offerors are encouraged to fully review each page of every document within their submission prior to submitting to ensure all documents are clear, legible, and complete. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 103278 Revised 9/10/25 0011 14 INVITATION TO OFFERORS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Bonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: Reconstruction of the existing two- lane Bonds Ranch Road to a four -lane divided neighborhood connector. This project includes intersection improvements with traffic signals at Wagley Robertson Road and Fossil Springs Drive, and the extension of Wagley Robertson Road north of Bonds Ranch Road. Approximately 5800 LF of proposed storm drain, 750 LF of 16" and 36" proposed water line, and 350 LF of 12" proposed sanitary sewer will be installed. Major drainage channel grading is included at the drainage outfalls. The project also includes street lighting, pavement markings, signing, and utility adjustments throughout the corridor. 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 OFFERORS. COMPETITIVE SEALED PROPOSAL Submission requirements for the competitive sealed proposals shall be found in the Instructions to Offerors. DOCUMENT EXAMINATION AND PROCUREMENTS The Proposal submission requirements and Contract Documents may be examined or obtained via the Procurement Portal hgps://fortworthtexas.bonfirchub.com/portal/?tab=openOpportunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential offerors are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to propose in the Procurement Portal by selecting "yes" under the Intent to Propose section. All Addenda will be posted in the Procurement Portal hgps:Hfortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 103278 Revised 9/10/25 0011 14 INVITATION TO OFFERORS Page 3 of 3 PRE -PROPOSAL CONFERENCE — Web Conference A pre -proposal conference will be held as discussed in Section 00 21 14 - INSTRUCTIONS TO OFFERORS at the following date, and time via a web conferencing application: DATE: February 19, 2026 TIME: 2:00 P.M. CST Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. If a pre -proposal conference is held, the presentation and any questions and answers provided at the pre -proposal conference will be issued as an Addendum to the call for bids. If a pre -proposal conference is not being held, prospective offerors should direct all questions about the meaning and intent of the Proposal Documents electronically through the Vendors discussions section under the respective Project via the Procurement Portal. If necessary, Addenda will be issued pursuant to the Instructions to Offerors. 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 Offeror presenting the best value, qualifications and competencies considered. ADVERTISEMENT DATES February 11, 2026 February 18, 2026 END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN 103278 Revised 9/10/25 0021 14 INSTRUCTIONS TO OFFERORS SECTION 00 2114 INSTRUCTIONS TO OFFERORS 1. Defined Terms Page 1 of 14 1.1. Capitalized terms used in these INSTRUCTIONS TO OFFERORS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.1.1.Forms required, unless otherwise specified, the same as found in Sections. In the following listed Sections any reference to the term "Bidder" shall also mean "Offeror" and to "Bid" shall mean "Proposal". 1.1.1.1. 00 35 13 Conflict of Interest Affidavit 1.1.1.2. 00 43 13 Bid Bond 1.1.1.3. 00 43 37 Vendor Compliance to State Law Nonresident Bidder 1.1.1.4. 00 45 11 Bidders Prequalifications 1.1.1.5. 00 45 12 Bidders Prequalification Statement 1.1.1.6. 00 45 26 Contractors Compliance with Workers Compensation Law 1.1.1.7. 00 61 13 Performance Bond 1.1.1.8. 00 61 14 Payment Bond 1.1.1.9. 00 61 19 Maintenance Bond 1.1.1.10. 00 6125 Certificate of Insurance 1.2. Certain additional terms used in these INSTRUCTIONS TO OFFERORS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. OFFEROR: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a Proposal for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident OFFEROR: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a Proposal 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 OFFEROR: The Offeror that submits the Proposal that offers the Best Value to the City based on the Evaluation of Proposals published in these Instructions to Offerors. 2. Copies of Proposal Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Offeror's use of incomplete sets of Proposal Documents. 2.2. City and Engineer in making electronic Proposal Documents available do so only for the purpose of obtaining Proposals for the Work and do not authorize or confer a license or grant for any other use. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 2 of 14 3. Prequalification of Offerors (Prime Contractors and Subcontractors) 3.1. Offerors or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 OFFERORS 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 Proposal opening for review and, if qualified, acceptance. The subcontractors listed by an Offeror on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Offerors for obtaining prequalification review. Offerors or Subcontractors who are not prequalified at the time proposals are opened and reviewed may cause the proposal to be rejected. Prequalification requirement work types and documentation are available by accessing all required files through the City's website at: https: //www. fortworthtexas. gov/departments/tpw/development/cfw-departments-tpw- contractors under Division 00 - General Conditions and as follows: 3.1.1. Paving — Requirements document located at: https://app-us3.e- builder.net/public/publicLanding.aspx?QS=4d008O4b I33b408a85a69323548dda25 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at: ht1ps://app-us3.e- builder.net/public/publicLanding.aspx?QS=e43c4239775f4b2583552c029c6a1 ed2 3.1.3. Water and Sanitary Sewer — Requirements document located at: https:Hgpp-us3.e- builder.net/public/publicLanding. aspx?QS-4fc66fMc3 6c4cO29d542d4e55 l l4e8d 3.2. Each Offeror, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Proposal opening, the documentation identified in Section 00 45 11, OFFERORS PREQUALIFICATIONS. 3.2. 1. Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre -qualified Offeror 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 Offeror to deliver a quality product and successfully complete projects for the amount proposed 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 offeror as non -responsive. Affected contractors will be notified in writing of a recommendation to the City Council. CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 3 of 14 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Proposal and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Proposal, each Offeror: 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 Offeror 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. Intentionally deleted 4.1.5. 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." 4.1.6. 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. 4.1.7. 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 Offeror access to the site to conduct such examinations, investigations, explorations, tests and studies as each Offeror deems necessary for submission of a Proposal. Offeror must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 4 of 14 4.1.8. 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. Offerors 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 proposal is prima -facie evidence that the Offeror has made the investigations, examinations and tests herein required. 4.1.9. 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. 4.1.10. Indicate their intent to propose by selecting "yes" in the Procurement Portal under the Intent to Bid section. You must indicate your intent to propose to be able to submit a proposal to the City. 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 Offeror on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Offeror 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. Offeror 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. CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 5 of 14 4.3. The submission of a Proposal will constitute an incontrovertible representation by Offeror: (i) that Offeror has complied with every requirement of this Paragraph 4, (ii) that without exception the Proposal 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 Offeror has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Offeror, 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 are 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. 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 Contract 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 Offeror begins any construction work on the project. 5.3. The Offeror 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. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103273 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 6 of 14 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Proposal Documents are to be directed to City electrically through the Vendor Discussions section under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities on or before 2 p.m., the FRIDAY prior to the Proposal opening. Questions received after this day may not be responded to. Interpretations or clarifications considered necessary by City in response to such questions will be issued by Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6.2. Addenda may also be issued to modify the Proposal Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https:Hfortworthtexas.bonfirehub. com/portal/?tab=openOpportunities 6.4. A preproposal conference may be held at the time and place indicated in the Advertisement or INVITATION TO OFFERORS. Representatives of City will be present to discuss the Project. Offerors are encouraged to attend and participate in the conference. City will transmit to all prospective Offerors 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. Proposal Security 7.1. Each Proposal must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Offeror'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 an Offeror will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Offeror fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Offeror 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 Offeror 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 Proposal Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 7 of 14 10. Substitute and "Or -Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Proposal Documents without consideration of possible substitute or "or -equal" items. Whenever it is indicated or specified in the Proposal 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 after 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 0125 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Small Business Ordinance No. 27832-08-25, the City has established a goal for the participation of small businesses for City contracts $100,000 or greater. See Section 00 45 41 for the Project Goal and additional requirements. Failure to comply may render the Offeror non- responsive. 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. Submittal Requirements 12.1. The Offeror shall address each of the following items in the same order in which they are set forth below. Tabbed sections are recommended but are not required. 12.2. The tables referenced are provided in the appendix GC-7. 12.3. Proposal Form - Provide the information as required in Section 00 42 44 Proposal Form, to establish: 12.3.1. Proposal Price 12.3.2. Contractor Specified Time of Completion 12.3.3.Offeror's general information 12.4. Offeror's Relevant Experience (Tables 1-5) - The Offeror shall demonstrate experience in delivering similar work as expressed in the Proposal Documents. The Offeror should call attention to the following items for each project listed: Project Name, Client Name Project Contact Name, Phone and Email, Contract Time and Actual Completion Time. The Offeror should present projects that demonstrate experience in the following categories: 12.4.1. Three (3) non-greenfield arterial projects that required maintaining traffic and included phased construction for more than twelve (12) months. 12.4.2. Two (2) projects that included roadway improvements that required relocation of water line greater than or equal to 24" for the City of Fort Worth. 12.4.3. Two (2) projects that included concrete roadway paving within the last five (5) years for the City of Fort Worth. 12.4.4. Two (2) projects within the City of Fort Worth demonstrating on -schedule and within budget. 12.4.5. Three (3) references that may speak to the quality of work performed. CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 8 of 14 12.5. Offeror's Key Personnel (Tables 6-10) — The Offeror shall include an organizational chart (maximum of 1 page) and resume (maximum of 1 page per person) of key personnel and major subcontractors that the Offeror anticipates assigning to the Project. The Offeror should, at a minimum, provide personnel experience for the Project Manager, Superintendent, Quality Control Manager, and Safety Manager. The personnel experience should include each team member's: 12.5.1. Name 12.5.2. Role and Responsibility 12.5.3. Years of experience with the Offeror; minimum 5 years 12.5.4. Years of experience in this role with Offeror or with others 12.5.5. Relevant experience as listed in Section 12.3 specifically within the last 5 years 12.5.6. Commitment to the Project (Full Time/Part Time) 12.6. Offeror's Approach to Delivering Project on Schedule — Specified Time of Completion — Offeror shall demonstrate means and methods to complete the project within the Offeror's specified time. The Offeror should call attention to the following: 12.6.1. Baseline Schedule — The Offeror shall submit a Tier 3 Baseline Schedule in accordance with Section 0132 16. The schedule should demonstrate the Offeror's ability to achieve the Contractor -Specified Time of Completion. 12.6.2. Plan to Exceed Specified Time of Completion — The Offeror shall submit a plan that demonstrates the Offeror's ability to achieve the Contractor -Specified Time of Completion. The Plan should include, but not be limited to: 12.6.2.1. The Plan should clearly identify the Critical Path Items and the Plan to keep the project on schedule. 12.6.2.2. Plan to mitigate risks and adhere to schedule and budget. Offeror shall identify potential risks to schedule and budget and develop plan to mitigate to adhere to schedule and budget. 12.6.2.3. Management of Subs. Describe plan to ensure quality control, supervision, safety, schedule and resources. 12.6.2.4. Plan to manage traffic and minimize burdens to drivers. 12.6.2.5. Communication plan to ensure clear and consistent information to residents, businesses and local traffic 12.6.2.6. Safety Plan and Record. Describe plan to ensure a safe working environment for equipment operations, safety for workers/subcontractors. Offeror shall submit safety record data outlined in Table 11. 12.7. In addition to the information provided above the Offeror shall submit the following forms as part of the Proposal 12.7.1. Section 00 35 13 Conflict of Interest Affidavit 12.7.2. Section 00 42 43 Unit Price Proposal Form 12.7.3. Section 00 43 13 Bid Bond 12.7.4. Section 00 43 37 Vendor Compliance to State Law Nonresident Bidder 12.7.5. Section 00 45 12 Bidders Prequalification Statement CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 9 of 14 12.7.6. Section 00 45 26 Contractors Compliance with Workers Compensation Law 12.7.7. Section 00 45 41 Small Business Goal 13. Proposal Form 13.1. The Proposal Form is included with the Proposal Documents. 13.2. All blanks on the Proposal Form must be completed and the Proposal Form signed electronically or signed in ink and scan. A Proposal 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. Offeror shall state the prices for which the Offerors proposes to do the work contemplated or furnish materials required. 13.3. Proposals 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. 13.4. Proposals 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. 13.5. Proposals 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. 13.6. Proposals by individuals shall show the Offeror's name and official address. 13.7. Proposals by joint ventures shall be executed by each joint venture in the manner indicated on the Proposal Form. The official address of the joint venture shall be shown. 13.8. All names shall be typed or printed in ink below the signature. 13.9. The Proposal shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Proposal Form. 13.10. Postal and e-mail addresses and telephone number for communications regarding the Proposal shall be shown. 13.11. Evidence of authority to conduct business as a Nonresident Offeror in the state of Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance to State Law Non Resident Offeror. 14. Submission of Proposals Proposals shall be submitted electronically in the Procurement Portal on the prescribed Proposal Form, provided with the Proposal Documents, prior to the time indicated in the Advertisement or INVITATION TO OFFERORS. CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 10 of 14 15. Withdrawal of Proposals 15.1. Proposals submitted electronically may be withdrawn prior to the time set for proposal opening via the Procurement Portal https://fortworthtexas.bonfirehub. com/portal/?tab=openOpportunities. 16. Opening of Proposals Proposals will be opened and read aloud publicly. An abstract of the amounts of the base Proposals and major alternates (if any) will be made available to Offerors after the opening of Proposals. 17. Proposals to Remain Subject to Acceptance All Proposals 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 Offeror. City may, at City's sole discretion, release any Proposal and nullify the Proposal security prior to that date. 18. Evaluation of Proposals and Award of Contract 18.1. Proposals will be evaluated by a Selection Team consisting of three (3) to five (5) people from the relevant City Departments and one (1) person from the design firm who prepared the Proposal Documents. 18.2. The City shall score the received Proposals based on the evaluation criteria below to determine the Offeror that provides the Best Value. 18.3. Evaluation shall be based of the highest scoring of the Proposals with a maximum score of 100 points apportioned as follows: Criteria Proposal Price PointsEvaluation 50 Offeror's Relevant Experience 15 Offeror's Key Personnel 10 Offeror's Detailed Schedule and Written Plan to achieve the Contractor -Specified Time of Completion 25 Maximum Score: 100 18.4. Points for Proposal Price shall be based project cost submitted by the Proposers. The lowest project cost determines the baseline and earns a maximum of fifty (50) points. All remaining Proposers' project costs will earn based on a percentage relative to a baseline: Points Assigned = 50 x (1— Amount Above Low Bid / Lowest Bid)) CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 11 of 14 18.5. Offeror's Relevant Experience shall be evaluated based on the relevancy of the experience to the Project as defined in the Proposal Documents and in the Submittal Requirements. 1 Points Three (3) non-greenfield arterial projects that required 6 maintaining traffic and included phased construction for more than twelve 12 months. Two (2) projects that included roadway improvements 2 that required relocation of water line greater than or equal to 24" for the City of Fort Worth. Two (2) projects that included concrete roadway 2 paving within the last five (5) years for the City of Fort Worth. Two (2) projects within the City of Fort Worth 2 demonstrating on -schedule and within budget. Three (3) references that may speak to the quality of 3 work performed. Maximum Score: 15 18.6. Offeror's Key Personnel shall be evaluated based on his/her relevant project experience. Each key personnel (team member) will be awarded points for the listed category that the resume demonstrates with a maximum score of ten (10) points for a single team member that demonstrates all desirable characteristics. The scores of the individual team members will then be averaged to determine the score for the Offeror's Key Personnel. Offero Points Key personnel has previously worked with the company 3 for five 5 or more years. Key personnel has clearly defined role and past 2 experience in that role. Key personnel has Relevant Experience as outlined in 3 Section 12.3. Key Personnel clearly shows time commitment to 2 ro'ect. Maximum Score: 10 CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 12 of 14 18.7. Offeror's Approach to Delivering the Project on Schedule — The schedule and plan will be scored according to the criteria listed below. The schedule and plan should clearly show the Critical Path and the means and methods the Offeror will use to achieve substantial completion and Contractor Specified Time of Completion. Scoring will be based on the Offeror's ability to communicate the plan and schedule. The score will be summed for a maximum of twenty-five (25) points. 18.7.1. Baseline schedule points shall be based on total project duration submitted by Proposers. The shortest project duration determines the baseline and earns a maximum of ten (10) points. All remaining Proposer's project schedules will earn points based on a percentage relative to the baseline: Points Assigned = 10 x (1— (Months Above Shortest Schedule Duration / Shortest Scheduled Duration) Approach ng the Project on Points Schedule Baseline Schedule provided (Contractor Specified 10 Time Written Plan to accompany schedule 3 Plan to mitigate risk and adhere to schedule and 3 budget. Management plan of sub -contractors, including quality 3 control Plan to manage traffic and minimize burden and 2 maintain safety for drivers Communication plan to residents, businesses, and local 2 traffic EMR Safety Rating 2 Maximum Score: 25 r 18.8. In the event of a tie in the total summation of Points for the Best Value, the lowest Proposal Price will break the tie and determine the Successful Offeror. 18.9. City reserves the right to reject any or all Proposals, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Proposals and to reject the Proposal of any Offeror if City believes that it would not be in the best interest of the Project to make an award to that Offeror. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Offeror. 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 Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 13 of 14 18.9.1. Any or all proposals will be rejected if City has reason to believe that collusion exists among the Offerors, Offeror is an interested party to any litigation against City, City or Offeror may have a claim against the other or be engaged in litigation, Offeror is in arrears on any existing contract or has defaulted on a previous contract, Offeror has performed a prior contract in an unsatisfactory manner, or Offeror has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 18.10. In addition to Offeror'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. 18.11. City may conduct such investigations as City deems necessary to assist in the evaluation of any Proposal and to establish the responsibility, qualifications, and financial ability of Offerors, 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. 18.12. 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. 18.13. If the Contract is to be awarded, it will be awarded to the responsible and responsive Offeror whose evaluation by City indicates that the award will be in the best interests of the City. 18.14. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Offeror unless the Nonresident Offeror's proposal is lower than the lowest proposal submitted by a responsible Texas Offeror by the same amount that a Texas resident offeror would be required to underproposal a Nonresident Offeror to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 18.15. A contract is not awarded until formal City Council authorization. If the Contract is to be awarded, City will award the Contract within 90 days after the day of the Proposal opening unless extended in writing. No other act of City or others will constitute acceptance of a Proposal. Upon the contract award, a Notice of Award will be issued by the City. 18.15.1. 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 CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 0021 14 INSTRUCTIONS TO OFFERORS Page 14 of 14 18.16. Failure or refusal to comply with the requirements may result in rejection of 19. Signing of Agreement 19.1. When City issues a Notice of Award to the Successful Offeror, 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. 19.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wag1cy Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CPN: 103278 Revised/Updated 09/10/25 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of i SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each 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 an 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.ethiGs.state.tx.us/data/forms/conflict/CIS.pdf ❑ 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 OFFEROR: McCarthy Building Companies By: Jeromy Shaw 3400 N Central Expressway Signature: Suite 500 Richardson, TX 75080 Title: 4enior Vice President END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Roberlson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 0041 01 BID FORM Page 1 of 3 SECTION 00 4101 PROPOSALFORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Bonds Ranch Road from Wagley Robertson to Hawks Landing City Project No.: 103278 Units/Sections: Unit I - Roadway & Drainage Unit II: Water Unit III: Sanitary Sewer Unit IV: Signal & Illumination Unit V: Traffic Control Unit VI: Alternate Bid 1. Enter Into Agreement The undersigned Offeror proposes and agrees, if this Proposal is accepted, to enter into an Agreement with City in the form included in the Proposal Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Proposal Price and within the Contract Time indicated in this Proposal and in accordance with the other terms and conditions of the Contract Documents. 2. OFFEROR Acknowledgements and Certification 2.1. In submitting this Proposal, Offeror accepts all of the terms and conditions of the INVITATION TO OFFERORS and INSTRUCTIONS TO OFFERORS, including without limitation those dealing with the disposition of Proposal Bond. 2.2. Offeror 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. Offeror certifies that this Proposal 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. Offeror has not directly or indirectly induced or solicited any other Offeror to submit a false or sham Proposal. 2.5. Offeror has not solicited or induced any individual or entity to refrain from proposing. 2.6. Offeror 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 proposal process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the proposal process to the detriment of City (b) to establish Proposal 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 Offerors, with or without the knowledge of City, a purpose of which is to establish Proposal prices at artificial, non-competitive levels. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 9/19/2025 0041 01 BID 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 proposal process or affect the execution of the Contract. 3. Prequalification The Offeror acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Augur Boring — Greater than 24-inch diameter casing and greater b. Tunneling - 36 Inches - 60 Inches, and 350 LF or less c. Water Transmission, Urban/Renewal, 42-inches and smaller d. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) e. Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) f. Roadway and Pedestrian Lighting g. Sewer Collection System, Urban/Renewal, 12" and smaller h. - 4. Time of Completion 4.1. The Offeror agrees to achieve Substantial Completion within 590 Calendar Days from the date of the Notice to Proceed which shall be the Contractor -Specified Time of Completion. This time will be read aloud at the time of the Proposals are publicly opened. 4.2. Offeror accepts the provisions of the Agreement as to Liquidated Damages in the event of obtaining Substantial Completion prior to the Contractor -Specified Time of Completion or failure to complete the Work within the times specified in the Agreement. 5. Attached to this Proposal The following documents are attached to and made a part of this Proposal: a. This Proposal Form, Section 00 41 00 Required Proposal Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph b 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Offeror, Section 00 43 37 e. Small Business Forms (required 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. Tables and any additional documents that may be required by Section 12 of the Instructions to CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 9/19/2025 00 41 01 BID FORM Page 3 of 3 Offerors 6. Total Proposal Amount 6.1. Offeror will complete the Work in accordance with the Contract Documents for the following proposal amount. In the space provided below, please enter the total proposal amount for this project. Only this figure will be read publicly by the City at the proposal opening. 6.2. It is understood and agreed by the Offeror in signing this proposal that the total proposal amount entered below is subject to verification and/or modification by multiplying the unit proposal prices for each pay item by the respective estimated quantities shown in this proposal and than totaling all of the extended amounts. 6.3 Total Proposal - BASE Total Proposal - ALTERNATE 7. Proposal Submittal This Proposal is submitted on Respectfully submitted,. By: (Signature) Jerome Shaw (Printed Name) Title: Senior Vice President Company: McCarthy Building Companies Address: 3400 N Central Expressway Suite 500 Richardson, TX 75080 State of Incorporation: Missouri Email: ishawCamccarthy.corn Phone: 972-991-5500 $22,288,804.77 $77,895.60 by the entity named below. END OF SECTION Receipt is acknowledged of the following Addenda: Initial Addendum No, 1: JCS Addendum No. 2: ,jtrj Addendum No. 3: �c Addendum No. 4: G Corporate Seal CITY OF FORT WORTH Bonds Ranch Road from Wagley Robarlson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 9/1/J12025 SECTION 00 42 43 PROPOSALFORM UNIT PRICE PROPOSAL Offeror's Application Project Rem Information 00eror's Proposal Unit I: Roadway & Drainage Proposal Item No. Description SpecWation Section No. Unit Measure Proposal Quantity Unit Pdce Proposal Value 1 0170.0100 Mobilization 017000 LS 1 $994,439.96 $994439.96 2 0171.0101 Constructlon Staking 01 7123 LS 1 $124,999.80 $124,999.80 3 0171.0102 As -Built Sumy 017123 LS 1 $32,000.00 $32,000.00 4 0241.0100 Remove Sidewalk 024113 SF 4,200 $3.00 $12,600.00 5 0241.0300 Remove ADA Ramp 024113 EA 6 $330.99 $1,985.94 6 0241.0401 Remove Concrete Drive 0241 13 SF 15,030 $5.00 $75.150.00 7 10241.0500 Remove Fence 024113 LF 940 $7.00 $6.580.00 8 0241.0550 Remove Guardrail 024113 LF 1 1,060 1 $15.00 $15,900.00 9 024ID705 Remove and Replace Mailbox- Brick 0241 13 EA 2 $7,000.00 $14,000.00 10 0241.0800 Remove Rip Rep 024113 SF 480 $3.00 $1,440,00 11 0241.1000 Remove Cone Pvmt 024115 BY 1,520 $50.00 $76.000.00 12 0241.1100 Remove Asphalt Pvmt 0241 15 BY 19,260 $15.00 $288,900.00 13 0241.1300 Remove Cone Curb&Gutter 0241 15 LF 110 $20.00 $2,200.00 14 0241.1506 2" Surface Milling 02 41 15 BY 1.220 S8.62 $10,516.40 15 9999.0001 Remove 12" Stone Line 0241 14 LF 50 $56.13 $2,806.50 16 02413011 Remove 15" Storm Line 0241 14 LF 60 $54.64 $3,290.40 17 0241.3013 Remove 18" Storm Line 024114 LF 290 $52.70 $15,283.00 18 0241.3014 Remove 2l"Storm Line 024114 LF 270 $53.61 $14,474.70 19 02413015 Remove 24" Storm Line 024114 LF 1 440 1 $54.18 $23,839.20 20 02413017 Remove 30" Storm Line 0241 14 LF 250 $58.35 $14,587.50 21 02413019 Remove 36" Ste" Line 0241 14 LF 60 $59.73 $3,583.80 22 0241.3023 Remove 48" Storm Line 0241 14 LF 120 $58.32 $6,998.40 23 02413402 Remove 5' Stoml Juntion Box 0241 14 EA 1 $3 020.35 $3.020.35 24 10241.4001 Remove 10' Curb Inlet 0241 14 EA 4 $2,944.24 $11.776.96 25 024IA303 Remove 4'Grate Inlet 024114 EA 1 $2,773.35 $2,773.35 26 0241.4401 Remove HeadwaWSET Sidestmet/Drivewa 024114 EA 17 $452.84 $7.698.28 27 0241A401 Remove Headwall/SET (STA 20,50 024114 EA 2 $4,647.02 $9,294.04 28 0241A401 Remove Headwall/SET (STA 54+00 024114 EA 2 $7,359.00 $14,718.00 29 3217A302 Remove 6"Pwnt Markin 321723 LF 1 1,000 1 $1.19 $1.190.00 30 9999.0002 Remove Gravel Pavement 024115 SF 2.440 $6.09 $14,859.60 31 9999.0003 Remove Gravel Drive 0241 15 SF 580 $0.27 $156.60 32 9999.0004 Remove Metal Flume 0241 14 EA 1 $1 112A3 $1.112A3 33 19999.0005 Remove Brick Fence 024113 LF 30 $141.62 $4,248.60 34 9999.0006 Remove Rolled As haft Curb 0241 15 LF 120 $15.32 $1,838.40 35 3110.0101 SR. Cl ... ing 311000 LS 1 $50,000.00 $50,000.00 36 3110.0102 6"-12" Tree Removal 31 1000 EA 81 $500.00 $40.500.00 37 31100103 12"-18"Tree Removal 311000 EA 8 $1.000.00 $8,000.00 38 3123.0101 Unclamified Excavation by Plan Roadwa 312316 Cy 27,980 $35.00 $979.300.00 39 3124.0101 Embankment by Plan(Roadway) 312400 Cy 510 1 $15.00 $7,650.00 40 31230101 Unclassified Excavation by Plan Channel A) 312316 CY 4,620 woo $184800.00 41 3123.0103 Borrow by Plan Channel A 31 2323 Cy 740 $38.36 $28 386.40 42 13125JO101 SWPPP 21 acre 31 2500 LS 1 $150,000.00 $150.000.00 43 31370101 Concrete Riprep 313700 BY 470 $133.23 $62,618.10 44 31370104 Medium Stone Ri ra , dry 31 3700 BY 2,300 $100.00 $230,000.00 45 3201.0114 T W ide Asphalt Pvmt Repair. Resitlentisl 3201 17 BY 50 $1 176.02 $58,801.00 46 32010614 Cone Pvml Repair, Residertal 32 01 29 BY 30 $1,132.86 $33,985.80 47 32110113 8" Fleu'ble Be., Type A, GR-1 32 11 23 BY 11,230 $27.38 $307,477.40 48 3211.0400 Hydrated Lime 32 11 29 TN 660 $371.04 $244,886.40 49 3211.0502 8" Lime Treatment 48 LBS/S 321129 SY 27A90 $11.71 $321,907.90 50 3212.0302 2" Asphalt Pvml Type D 32 12 16 BY 7,160 1 $27.00 $193.320.00 51 3212.0504 7" Asphalt Base Type B 32 12 16 BY 5,940 $62.00 $368,280.00 52 3213.0105 10.5"Cone Pvmt 321313 SY 31,190 $115.00 $3,586.850.00 53 3213.0301 4"Conc Sidewalk 321320 SF 65,160 $7.00 $456,120.00 54 3213.0311 4" Cone Sidewalk, Adjacent to Curb 321320 SF 4,050 $7.58 $30,699.00 55 3213.0322 Cone Curb at Back of Sidewalk 32 13 20 LF 670 $2443 $16,368.10 56 3213.0403 8" Concrete Ori-ay 321320 SF 7.630 $10.64 $81,183.20 57 32130504 Banner Free Ramp, Type U-2 MOD 32 13 20 EA 1 $4,594A5 $4,594A5 58 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 6 $3,146.88 $18,881.28 59 3213.0506 Barrier Free Ramp, Type P-1 MOD 32 13 20 EA 26 $3,524.51 $91,637.26 60 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 1 210 1 $52.05 $10.930-50 61 19999DO07 10' Rolled Asphalt Curb Transition 32 12 16 EA 5 $2,892.02 $14,460.10 62 9999.0008 6" Gravel Driveway 32 11 23 SF 600 $7.27 $3,635.00 63 9999.00094" Colored Stamped Concrete Median 32 13 13 BY 30 $184.34 $5,530.20 64 9999.0010 Monolithic Median Nose 32 13 13 EA 13 $4.610.06 $59,930.78 65 9999.0011 IN Sidewalk Flume 321320 EA 1 $19,872.91 $19.872.91 66 9999 0012 T Sltlewalk Flume 32 13 20 EA 1 $5 423.14 $5,423.14 67 9999+001313'Flume 321320 LF 30 $65.08 $1,952.40 68 9999.0014 TxDOT MBGF TxDOT 540 LF 440 $40.43 $17.789.20 69 9999.0015 TxDOT MBGF Long San TxDOT 540 LF 50 $154.58 $7.729.00 70 19999.0016 TxDOT MBGF Terminal Anchor Section TxDOT 544 EA 1 3 1 $6.005.17 $18,015.51 71 9999.0017 TxDOT MBGF Downstream Anchor Terminal Section TxDOT 544 EA 3 $4132.09 $12,396+27 72 9999.0018 TxDOT Pedestrian Handrail PRD-13, T F TXDOT450 LF 520 $235.00 $122.200.00 73 3217.0101 6"SLD Pvmt Markin HAS 321723 LF 8,200 $1.14 $9,348.00 74 3217.0102 6"SLD Pvmt Markin HAS 321723 LF 7,230 $1.14 $8,242.20 75 3217.0103 6"BRK Pvmt Markin HAS 321723 LF 1,400 $1.171 $1,638+00 76. 3217.0201 8"SLD Pvmt Markin HAS 321723 LF 1,900 $1.771 $3.363.00 77 9999.0019 12" BRK Pvml Markin HAE W 32 17 23 LF 90 $5.81 $522.90 78 3217.0401 18" SLID Pvmt Markin HAE 321723 LF 1.840 $7.13 $13.119.20 79 3217.0403 18" SLD Pvmt Markin HAE Y 32 17 23 LF 740 $7.13 $5,276.20 80 3217.0501 24" SLID Pvmt Markin HAE W 32 17 23 LF 1;470 $8.92 $13,112.40 CITY OF POfli WORin BmW, AmrLAuedhom Wv Aeyaubenaw n+HawYs Imdivp SIANDARa co-u'r-vr,,,u TION n0('eMENTS CPN IOIPIf Reyi5ed.9/19I2023 SECTION 00 42 43 PROPOSALFORM UNIT PRICE PROPOSAL Offeror's Application Project hem Information I .-.a Proposal 81 3217.0502Prefortned Thermo Iastic Contrast Markin s-24'Crosswalk 321723 LF 2,270 $19.62 $44,537.40 82 3217.1002 Lane Legend Arow 32 17 23 EA 38 $445.91 $16.944.58 83 3217.1003 Lane Legend DBL Arrow 32 17 23 EA 1 $505.37 $505.37 84 3217.1004 Lane Legend Only 321723 EA 30 $457.80 $13,734.00 85 32172103 REFL Raised Marker TY II -A -A 321723 EA 210 $4.76 $999.60 86 3217.2104 REFL Raised Marker TY II-C-R 321723 EA 300 $4.76 $1,428.00 87 3231.04126' Fences, Wood 323129 LF 40 $124.85 $4,994.00 88 3291.0100 To soi 329119 CY 3,460 $33.04 $114,318.40 89 3292.0100 Block Sotl Placement 32 9213 SY 20,730 $5.90 122,307.00 90 13341.0201 21" RCP, Class III 3341 10 LF 700 $123.50 $86.450.00 91 3341,0205 24" RCP, Class III 3341 10 1 LF 910 124.50 $113.295.00 92 334ID302 30" RCP, Class III 334110. LF 1,540 $178.on $274,120.00 93 3341.0309 36" RCP, Class III 3341 10 LF 170 $240.00 $40,800.00 94 3341.1102 4x3 Box Culvert 3341 10. LF 420 $373.00 $156.660.00 95 3341.1201 5x3 Box Culvert 334110 LF 850 $685.00 $582,250.00 96 3341.14027x4 Box Culvert 334110 LF 350 $645.00 $225,750.00 97 3341.1403 7x5 Box Culvert 334110 LF 1,060 $670.00 $710,200.00 98 3349.0001 4' Storm Junction Box 33 49 10 EA 8 $13,329.72 $106,637.76 99 3349.0002 5:' Storm Junction Box 33 49 10 EA 1 $19,059.68 $19.059,68 100 3349.0003 6' Storm Junction Box 33 49 10 EA 1 $18,936.38 $18,936.38 101 3349.0104 4' Stacked Manhole 33 49 10 EA 4 $3,712.66 $14,860.64 102 9999.0020 Screening Wall 02825 LF 1 30 1 $3.546.75 $106,402.50 103 9999.0021 Headwall 7'x5',7')W RCB,3 pipes total TxDOT 466 EA 1 $38,408.37 $38,408.37 104 9999.0022 Headwall Tx5'RCB, 2 pipes total TXDOT466 EA 1 $32.375.81 $32,375.81 105 9999.0023 Headwall 24"RCP, 2 pipes total TxDOT 466 EA 1 $5,776.24 $5,776.24 106 9999.0024 Headwall Tx4' RCB, 1 pipe total TxDOT 466 EA 1 $25,763.53 $25.763.53 107 19999.0025 Headwall 5'x3' RCB 5 es total Downstream TXDOT466 EA 1 $41.084.33 $41,084.33 108 9999.0026 Headwa115'x3' RCB, 4 i es total U stream TxDOT 466 EA 1 $30,01522 $30.015.22 109 3349A104 21"SET , 1 Pi . 334940 EA 2 $18.031.00 $36,062.00 110 3349.4105 24" SET 1 pipe 33 49 40 EA 2 $18.759.17 $37.518.34 111 33495001 10' Curb Inlet 334920 1 EA 1 $17,527.87 $17,527.87 112 3349500215'Curb Inlet 334920 EA 2 $18.563.03 $37,126.06 113 3349.600110'Recessad Inlet 334920 EA 1 11 $13,470.00 $148,170.00 114 3349.7001 4'Drep Inlet 334920 EA 2 $16,472.99 $32,945.98 115 3349.8001 10'Type2Inlet 334920 EA 7 $20.077.43 $140,54207 116 9999.0027 9'x4' Storm Junction Box 3341 10 EA 1 $18,354.13 $18,354.13 117 9999DO289'x4'Storm Junction Box w/Drop Intst-r`p 334110 FA 1 $20.563.45 $20,563.45 118 9999.00291.5'x6'Box Culvert 334110 LF 80 $1,489.65 $119,172.00 119 9999.0030 Concrete Span Structure Water Line) 32 13 13 LS. 1 $4,864.80 $4,864.80 120 9999.0031 10' Modified TxDOT I -COB Inlet TxDOT 465 EA 3 $37,249.12 $111.747.36 121 3441AO01 Fumish/Install Alum Sign Mast Arm Mount 344130 EA 21 $1,064.11 $22,346.31 122 3441.AD03 Fumish/lostall Alum Sign Ground Mount City Bid. 344130 1 EA 46 $587.31 $27.016.26 123 3441AO04 Furnish/Install Alum Sign Ex. Pole Mount 344130 EA 1 10 $314.42 $3.144.20 124 3441.4108 Remove Sign Panel and Post 344130 EA 1 27 1 $118.65 $3,203.55 125 9999.0032 Erosion Control Blanket. Lanklok TRM 450 ora roved equal) 31 2500 BY 80 $15.43 $1,234.40 126 9999Auction 033 ConstrAlowance 00 72 00 LS 1 $ 1,000,000.00 $1,000,000.00 127 9999.0034 BE Wagley Property.Comer Site Maintenance and Mowina During Construction 00 72 00 MO 18 $981.33 $17,663.94 128 9999.0035 Im ation Restoration Allowance 00 72 00 LS 1 $ 100,000.00 $100,000.00 129 9999.0036 Landscaping Restoration Allowance 00 72 00 LS 1 $ 50,000.00 $50,000.00 Sub -Total Unit I - Roadway & Drainage $14,622 801.88 Unit II: Water 130 0170.0100 Mobilization 017000 1 LS 1 1 1 $50,000.001 $50,000.00 131 3305.0109 Trench Safety330510 LF 938 $2.37 $2,223.06 132A- 3311.0855 36" DIP Water, CBS Backfill (Restrained Joints) 33 11 10 LF 322 $1,541.00 $496.202.00 132B- 3311.0865 36" Steel AW W A C200 Water Pipe, CSS Backfill (Restrained Joints) 1 3311 14 1 LF 1 322 132C' 3311.0875 36" Concrete AW W A C303 Water Pipe, CBS Backfill Restrained Joints 3311 13 LF 1 322 'Offeror to provide Unit Price I Extended Price for only one of the pipe material altematives for Rem 132 DO NOT PROVIDE UNIT PRICE I EXTENDED PRICE FOR EACH ALTERNATIVE 133 3311 D864 36" Steel AW WA C200 Water Pi Restrained Joints - Inside Butterfly Valve Vaults and for Connections 3311 10 LF 46 $3,170.00 $145.820.06 134 3305.2009 36" Water Carder Pi a DIP/CPPBteel 330524 LF 42 $1,57327 $66077.34 135 3311.0555 16" DIP Water, CBS Backfill Restrained Joints 3311 10 LF 497 $63121 $313 711.37 136 3305.2009 16" (DI) Water Carder Pipe 330524 LF 54 $630.02 $34,021.08 137 3311.0241 8" Water Pie 33 11 10,33 11 12 LF 61 $140.00 $8,540.00 138 3311.0141 6"Water Pie 33 11 10,33 11 12 LF 12: $129.33 $1,551.96 139A' 3311.0001 Ductile Iron Water Fittings w/ Restraint (24" and Lamar) 331111 TON 13.4 $13,670.00 $183,178.00 1398' 3311.0011 Stsel Fittings 3311 14 LS 1 139C' 3311.0021 C303 Fittin s 33 11 13 LS 1 'Offeror to provide Unit Price / Extended Price for only one of the pipe material alternatives DO NOT PROVIDE UNIT PRICE / EXTENDED PRICE FOR EACH ALTERNATIVE for Rem 139 140 3305.1009 54" Casin (funnel Liner Plale 8 O en Cut 33 05 22 LF 42 $1,412.00 $59,304.00 141 3305.1204 24" Casin !Tunnel Liner Plate B Other Than Open Cut 33 05 21, 33 05 22 LF 54 $1,182.00 $63,828.00 142 0171.0101 Construction Stakin 33 05 22, 34 05 21 LS 1 $81,683.00 $81,683.00 143 0171.0102 As -Built Survey 33 05 22, 35 05 21 LS 1 $88,769.97 $88.769.97 144 3305.0110 Utii Markers 330526 LS 1 $14.237.75 $14,237.75 145 3311.0001 Ductile Iron Wa[er Fittings w/ Restraint (16" and Smaller) 3311 11 TON 3 $12.813.98 $37,160:54 146 3312.5000 36" AWWA Butterfly Valve, w/Vault 331221 EA 2 $194,900.00 $389,800.00 147 3312.3008 16" Gate Valve w/Vault 331220 EA 3 $51,900.00 $155,700.00 148 3312.3003 B" Gate Valve 33 12 20 EA 2 $3,915.38 $7,830.76 149 3312.3002 6" Gate Valve 33 12 20 EA 1 $2,96620 2,966:20 150 3312.6003 8" Blow Off Valve 331260 EA 1 $47,45920 $47,45920 CITY OF POfli WORia BmW, AmrLAuedhom Wv Aeyaubenaw n+HawYs -11 SIANDARnCOrv51RUCT10N SPECIPICATION nC`C_xTs CPN IOIPIS Reyi5ed.9/19I2N3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE PROPOSAL Offeror's Application Project item Information I .-.a Proposal 151 3312.011D Connection to Existing 36"Water Man 331225 EA 1 3 $50,425.39 $151,276.17 152 3312.0106 Connection to Existin 16"Water Man 331225 EA 1 $133,400.00 $133,400D0 153 3312.0117 Connection to Existin 4"-12"Water Man 331225 EA. 3 $11,627.50 $34,882.50 154 3304.0002 Cathodic Protection 330412 LS 1 $319,250.00 $319,250.00 155 9999.0037 Post -CCTV Inspection for Water Transmission Mans 33 01 31 LF 407 $7.12 $2,897.84 156 3305.0103 Exploratory Excavation of Existing Utilities (Water) 33 05 30 EA 3 $7,237.53 $21,712.59 157 0241.1111 36" Pressure PUP 0241 14 EA 1 $92,932.63 $12,932.63 158 0241.120616" Water Abandonment Plug 024114 EA 1 $5,339.16 $5,339.16 159 0241.1118 4"-12" Pressure Plup 0241 14 EA 1 $2,847.55 $2,847.55 160 10241.1021 Remove 36"Water Line 024114 LF 320 $100.85 $32.272.00 161 0241A 016 Remove 16"Water Line 024114 LF 1 392 1 $77.12 $30,231.04 162 0241.1013 Remove 8" Water Line 0241 14 LF 160 $65.28 $10,441.60 163 0241.1001 Water Line Gro.tina 024114 Cy 3 $656.12 $1,968.36 11 0241.1356 Salvo a 36"Water Valve 02 41 14 EA 1 $3,559.44 $3,559.44 165 0241.1602 Remove Concrete Water Vault 0241 14 EA 2 $8,898.60 $17,797.20 116 0241.1351 Salvo el6"WaterVahre 024114 EA 1 $949.18 $949.18 167 0241.1303 Remove 8" Water Valve 0241 14 EA 2 $593.24 $1,186.48 168 3305.0102 Cathodic Protection Test Station Adjustment 33 05 14 EA 2 $34,800.00 $69,600.00 169 13305.0111 Valve Box Adustrnent 33 05 14 EA 12 $711.89 8,542.68 170 3305.0108 Miscellaneous Structure Adjustment -STA 20+74.22 330514 EA 1 $18,983.68 $18.983.68 171 3305.0108 Miscellaneous Structure Adjustment-STA 25+09.68 330514 EA 1 1 $21356.64 $21,356.64 172 3305.0108 Miscellaneous Structure Adjustment -STA 35+04.36 330514 EA 1 $19,576.92 $19,576.92 173 3305.0108 Miscellaneous Structure Adjustment -STA 36+B8.17 330514 EA 1 $20,466.78 $20,466.78 174 3305.0108 Miscellaneous Structure Ad'ustnent -STA 40+78.92 330514 EA 1 $22.543.11 $22,543.11 175 0241.1510 Salvo . Fire Hydrant 0241 14 EA 1 $593.24 $593.24 176 3312.0001 Fire H rant 331240 EA 1 $7,712.12 $7.712.12 177 9999.00038 Water Allowance 007200 LS 1 $ 150,000.00 $150,000.00 Sub -Total Unit II - Water $3 372 383.14 Unit III: Sanitary Sewer 178 3305.0109 Trench Safety 330510 LF 303 $5.93 $1,796.79 179 3331 A209 12" Sewer Pipe, CBS Backfill 33 11 10, 33 31 12, 33 31 20 LF 253 $611.04 $154,593.12 180 3305.3 D04 12" Sewer Carder Pipe 33 05 24 LF 46 $701.21 $32,255.66 181 3331.4212 12" DIP Sewer 3311 10 LF 50 $34527 $17.263.50 112 3305.1103 2&' Casin By Other Than Open Cut 33 05 22 LF 46 $2,250.00 $103.500.00 183 017t.0101 Construction Btakin 34 05 21, 33 05 22 LS 1 $88,769.97 $88,769.97 184 0171.0102 As -Built Surrey, 35 05 21, 33 05 22 LS 1 $88,769.97 $88,769.97 111 33051.0112 UhT Markers 330526 LS 1 $11,271.56 $11,271.56 186 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 3 $15.068.30 $45,204.90 187 13339.1003 4' Extra Depth Manhole 33 39 10, 33 39 20 VF 13 1 $373.74 $4,858.62 188 3301.0101 Manhole Vacuum Testing 3301 30 EA 3 $266.96 $800.88 189 3305.0112 Concrete Collar 33 05 17 EA 3 $1,423.78 $4,271.34 190. 3301.0001 Pre -CCTV Inspection 3301 31 LF 480 $3.56 $1.708.80 191 3301.0002 Post -CCTV Inspection 3301 31 LF 349 $4.75 $1,657.75 192 0241.2015 Remove 12" Sewer Line 0241 14 LF 76 $66.44 $5.049.44 193 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 2 S4,745.92 $9,491.84 194 0241.2104 10" Sewer Abandonment Plug 0241 14 EA 1 $628.84 $628.94 195 0241.2001 Sanitary Line Grouting 024114 Cy 2 $656.12 $1,312.24 196 3305.0114 Manhole Adjustment. Ma"orw/Cover 311114 EA 2 $14,356.41 $28,712.82 197 3305.0107 Manhole Adjustment, Minor 33 05 14 1 EA 4 $2,491.611 $9,966.44 198 19999.0039 Sewer Allowance 00 72 00 1 LS 1 1 1 $ 100,000.00 1 $ 100,000.00 Sub -Total Unit III - Sanitary Sewer $711 884.48 Unit IV: Signal & Illumination 199 2605.D111 Fumish/Install El-Sery Pedestal Traffic Signal) 260500 EA 1 $14,332.18 $14,332.18 200 2605.3015 2" CONDT PVC SCH 80 26 05 33 LF 2,940 $27.91 $82.055.40 201 2605.3016 2" CONDT PVC SCH 80 B 26 05 33 LF 3,470 $39.00 $135,330.00 202 2605.3025 3" CONDT PVC SCH 80 26 05 33 LF 520 $33.97 $17,664.40 203 2605.30324" CONDT PVC SCH 80T 260533 LF 150 $38.83 $5,824.50 204 2605.3033 4" CONDT PVC SCH 80 B 260533 LF 1,000 $5824 $58,240.00 205 3305.0103 lora[o Excavation of Fxistin UtiHies IlWmination & 5' nal 33 05 30 EA 180 $222.04 $39,967.20 206 3441.1001 Fumish/Instal 3-Sect Signal Head As= nGudes Bimodal 3441 10 EA 14 $2;301.74 $32,224.36 207 13441.1002 Fumish0nstall 4-Sect Signal Head Assembly 344110 EA 2 $3,08921 $6,178A2 208 3441.1003 Fumish/Install 5-Sect Si nal Heatl Assemb. 344110 EA 8 $3,691.03 $29,528.24 209 3441.1012 Fumish/Install Ped S' nal Head Assmbl 3441 10 1 EA 16. $1,225.49 $19,607.84 210 3441.1205 Fumish/InstalIVIVDS Detection Device 344110 APR 6 $20,551.00 $123,306.00 211 3441.1209 Fumish/Install BBU System EXT Mounted 3441 10 EA 2 $17,11926 $34,238.52 212 3441.1215 Furnish/Install Hybrid Detection Device 3441 10 APR 6 $20,551.00 $123.306.00 213 3441.1220 Furnish/Install Model 711 Preemption Defector 3441 10 EA 8 S4,228.55 $33,828.40 214 3441.1224 Fumish/Install P.-tin Cable 344110 LF 1,820 $4.55 $8,281.00 215 3441.1260 Furnish/Install PT7 Camera 3441 10 EA 2 $10,641.14 $21,28228 216 3441.1255 Furnish/Install Communication Modem 344110 EA 2 $4,867.991 $9,735.98 217 3441.1260 Furnish/Install CATS Ethernet Cable 344110 LF 1,900 $3.15 $5,985.00 218 3441.1311 5/C 14 AWG Mufti -Conductor Cable 3441 10 LF 160 $3.76 $601.60 219 3441.13127/C 14 AWG Multi -Conductor Cable 344110 LF 1,210 $4.7g 5,795.90 220 3441.1314 10/C 14 AWG Multi.Conductor Cable 344110 LF 2,070 $6.37 $13,185.90 221 3441.1315201C 14 AWG Multi -Conductor Cable 344110 LF 1,410 $12.25 $17,272.50 222 3441.1322 3/C 14 AWG MuIt-Conductor Cable 344110 LF 2,480 $2.91 $7,216.80 223 3441.1403 NO6Triplex OH insulated Elec Condr 344110 LF 1,700 $6.67 $11,339.00 224 3441.1408 NO 61nMisted Else Condr 344110 LF 210 $3.76 $789.60 225 3441.1409 NO 81nsulated Elec Condr 344110 LF 2,690 1 $2.91 $7,827.90 226 3441.1410 NO 10 Insulated Else Condr 344110 LF 3,290 $1.88 $6,185.20 227 3441.1502 Fumish/Install Ground BoxTypeB. w/ ron 344110 EA 27 $2,085.00 $56,295.00 228 3441.1503 FumisNlnsfall Ground BoxType D, w/A ron 3441 10 EA 10 $3,863.00 $38.630.00 229 3441.1603 Furnish/Install 10'- 14'Ped Pole Assrobly 344110 EA 14 $2,335.00 $32.690.00 230 3441.1611 Furnish/install Type 41 Signal Pale. 344110 EA 2 $20,337.00 $40,674.00 231 3441.1616 Fumish/InstallType 45 Sianal Pole 344110 EA 6 $28,547.00 $171,2a2.00 232 3441.1623 Furnish/Install Mast An 16'-36' 344110 EA 2 $9,253.00 $18,506.00 233 3441.1625 Fumish/Install Mast Arm 52'-60' 344110 EA 6 $21,553.00 $129,318.00 234 3441.1645 Furnish/Install Type 33A Ann 344120 EA 38 $785.00 $29,830.00 235 3441.1701 TY15 nal Foundation 344110 1 EA 1 8 1 $1.680.00 $13,440.00 236 3441.1703 TY3 Signal Foundation 344110 EA 2 $5,632.00 $11,264.00 237 3441.1705 TYS S" nal Foundation 344110 EA 6 $9,137.00 $54,822.00 238 3441.1709 Ped Pole 10-14' S p read FootingFoundation 3441 10 EA 6 $3,598.00 $21.588.00 239 3441.1715 Signal Cabinet Foundation -352i&BBU 344110 EA 2 $10,202.00 $20,404.00 CITY OF FOai woera-AmrLAuedlrom wv Aeyaubenaw n+"1-11 SIANDAanCON5n2eCP10N SPECIPICATION..C�MENTS CPN IOIPIS Reyi5ed.9/19I2N3 SECTION 00 42 43 PROPOSALFORM UNIT PRICE PROPOSAL Offeror's Application Project item Information I ... Proposal 240 3441.1725 Fumish/Install ATC Si nal Con__ 344110 EA 2 $10,552.00 $21,104.00 241 3441.1745 Fumish/InstaI1352i Controller CahnetAssemb 344110 EA 2 $51,028.00 $102,056.00 242 3441.1772 Furnish/Install 240480 Volt Single Phase.Trensocket Metered Pedestal 344110 EA 1 $13,270.00 $13,270.00 243 3441.2001 Dis ose/Salva a Traffic S' nal 3441 10 EA 1 $48,999.00 $48,999.00 244 3441.3051 Fumish/Install LEDL hti Future 137 wattATB2 Cobra Head 344110 EA 58 $1,180.00 $68440.00 245 3441.3301 Rd! IOuno Fountlation TY 1,2, and 4 3441 10 EA 5 $2.035.00 $10,175.00 246 3gg1.3302 Rd Ilium F.undaWn TY 3,5,8,and 8 344110 EA 24 $2,732.00 $65,568.00 247 3441.3337 Furnish/Instal35'Wood L' ht Pole 344110 EA 5 $4,550.00 $22,750.a 248 3441.3351 Fumish0nalMl Rtlwa Ilium TY 11 Pole 3441 10 EA 5 $4,080.52 $20,402:60 249 13441.3352 Furnish/Install Rdway Ilium TV 18 Pole 344110 EA 19. $4,320.00 $82.080.00 250 g9gg.0040 Remove Street Light 3441 10 EA 3 $2,477.67 $7,433.01 251 9999A 041 Tem ors Signal Modifications As Re uiretl 344110 LS 1 $1,249.75 $1,249.75 252 9999.0042 Install Arterial Luminaire on Ex Utility Pole 1 344110 1 EA 7 $1,249.76 $8,748.32 253 9999.0043 Fumish/Install Ground Box Type B, w/ADA Lid 1 3441 10 1 EA 1 $1,975.35 $1,975.35 Sub -Total Unit IV - Signal B Illumination $1 984124.15 Unit V: Traffic Control 254 0241.3014 Remove 21" Storm Line 0241 14 LF 160 $54.64 $8,742.40 255 0241.3019 Remove 36" Storm Line 0241 14 LF 100 $61.02 $6,102.00 256 '241,3023 Remove48"Storm Line 024114 LF 330 $55.61 $18,351.30 257 024,.4401 Remove HeadwalOSET 21" RCP 0241 14 EA 2 $4,055.65 $8,111-30 258 02414401 Remove Headwa105ET CUNed 024114 EA 2 $4,055.65 $8,111.30 259 0241.4401 Remove HeatlwaWSET xDOT SE P-CO wi Mitered Pips 024114 EA 2 $4,055.65 $8,111.30 260 2605A111 Fumish/Install Elec Sery Pedestal Traffic Sin 26 05 00 EA 1 $12,891.92 $12,891.92 261 2605.3024 3" CONDT RM (Riser) 26 05 33 LF 30 $97.07 $2,912.10 262 312311 Unclassified Excavation b Plan 31 2400 CY 1,580 $28.70 $45.346.00 263 3124.0101 Embankmentby Plan (Roadway) 312400 CV 3,550 $6.74 $23,927.00 264 3123.D103 Bono, by Plan 31 2400 CY 1.980 $38.42 $76,071.60 265 3305.0103 Ekplorato Excavation of Existing. Utilities. (Signal)33 05 30 EA 10 $222.05 $2,220.50 266 3341.0201 21" RCP, Class III 3341 10 LF 160 $95.10 $15,216.00 267 3341.0309 36" RCP, Class III 3341 10 LF 100 $187.00 $18,700.00 268 3341D409 48" RCP, Class III 334110 LF 330 $285.50 $94,215.00 269 3349.4104 21" SET, 1 pie 334940 EA 2 $18.031.00 $36.062.00 270 3441.1001 Furnish/Install 3-Sect Signal Head AssemblyIncludes Bi-modal 344110 EA 7 $2,175.00 $15.225.00 271 3441.1003 Fumish/Install SSect Signal Head Assembly3441 10 EA 1 $3,485.00 $3,485.00 272 3441.1205 Fumish/Install VIVDS Detection Device 344110 APR 4 $8,662.00 $34,648A0 273 3441.1255 Furnish/Install Communication Modern 344110 EA 1 $4,597.00 $4.597.00 274 3441.1260 Furnish/Install CAT5 Ethernet Cable 344110 LF 610 $3.00 $1,830.00 275 3441.13127/C 14 AWG Multi -Conductor Cable 344110 LF 1,140 $4.60 $5,244.00 276 3441.1408 NO 61nsti ated Elee Condr 3441 10 LF 40 $3.60 $144.00 277 3441.1410 NO 10 Insulated Elec Condr 3441 10. LF 1,030 $1.80 $1.854.00 278 3441.1413 NO 6 Bare Elec Condr SILO 344110 LF 20 $3.60 $72.00 279 13441.1725 Furnish/Install ATC Signal Controller 344110 EA 1 $10,553.00 $10.553.00 280 3441.1741 Fumish0nstall 356i Controller Cabinet Assembly 344110 EA 1 $63,170.00 $63,170.00 281 3441.2001 Dispose/Salve eTraffic Signal 344110 EA 1 $16,820.00 $16.820.00 282 3441.3011 Span Wire 3/16" 344110 LF 480 $6.00 $2,880.00 283 3441.3014 Span Wire 3/8" 344110 LF 1,790 $6.20 $11,098.00 284 3441.3051 Furnish/Install LED Lighting Future 137 watt ATB2 Cobra Head)344110 EA 4 $1,180.00 $4,720.00 285 3441.3333 40' Timber Pole CL 2 3441 10 EA 4 $8,845.00 $35.380.00 286 3441AO04 Fumish/Install AlumSign Ex. Pole Mount 344130 EA 13 $937.00 $12.181.00 287 3471.0001 Traffic Corbel 347113 MO 24 $10,500.00 $252o00.00 288 3471.002 Portable Message Sin 3471 13 LS 1 $19,234.00 $19,234.00 289 9999.0044 Remove Temporary Pavement - 2" T pe D on 4" T pe Bon 6" Flexhese 0241 15 SY 5,460 $7.11 $38,820.60 290 9999.0045 Temporary Pavement Traffic Control -2" T pe D on 4" T e B on 6" Flexbase 321216 SY 5.460 $79.24 $432,650.40 211 9999.0046 Removes Temporary Ridin Sudace -4" Type B on 6" Flexbase 0241 15 SY 930 $9.30 $8,649.00 292 9999.0047 Temporary Ritling.Surtace-4"Type Bon 6"Flexbase 321216 SY 930 $85.15 $79,189.50 293 9999.0048 Headwall, 48" RCP, 2 pipes total TxDOT 466 EA 2 $12,009.00 $24,018.00 294 9999.0049 TxDOT SET TY P-CD w/ Mitered Pipe, 38" RCP, 48" RCP, 3 pipes total TxDOT 466 EA I $6,512.12 $13,024.00 295 9999.0050 Interim Channel Grading 31 2316 LS 1 $5,0i4.00 $5.024.00 296 9999.0 D51 Portable T. For Traffic Control TxDOT 512 LF 1,030 112.63 $116,008.90 Sub -Total Unit V - Traffic Control $1 597 611.12 Unit VI - Altemate Bid 89A 3341.0201 21" RCP, Class III 3341 10 LF -860 $119.10 -$102,426.00 90A 3341.0205 24" RCP, Class III 3341 10 LF -910 $125.73 -$114,414.30 91A 3341.0302 30" RCP, Closer 111 3341 10 LF -1,540 $179.73 -$276,784.20 92A 3341.0309 36" RCP, Cie. 111 3341 10 LF -270 $222.54 $60,085.80 93A 3341.0409 48" RCP, Class III 3341 10 LF -330 $288.15 495,089.50 94A 9999.0049 21" PP Pipe 3341 13. LF 860 $131.92 $113,451.20 95A 3341.3501 24" PP Pipe 3341 13 LF 910 $122.57 $111,538.70 96A 3341.3611 30 PP Pie 3341 13 LF 1,540 $22223 $342,234.20 97A 3341.3501 36, PP Pipe 3341 13 LF 270 $238.17 $64.305.90 98A 3341.3501 48" PP Pipe e 3341 13 1 LF I 330 $288.38 $95,165.40 Sub -Total Alternate Bid $77 895.60 Summary of Bids Unit I - Roadway & Drainagel $14,622.801.88 Unit II - Water I $3,372.383.14 Unit III -Sanitary Sewer $711.884.48 & Il Unit IV - Signal lumination S1984.124.15 Unit V -Traffic Controll $1,597,611-12 Total Base Fropoisall $22,288.804.77 Total Proposal - Alternate $77,895.60 CITY of Pear woera-AmrLAuedhom wv Aeyaubenaw n+"1-11 SIANDAaeCOrvSPRUCPION SPECIPICATION neCUMENTa CPN IOIPIS Reyi5ed.9/1912m.3 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 13 BID BOND Page t of 2 That we, McCarthy Building Companies, Inc. , known as "Offeror"herein and Travelers Casualty and Surety Company a corporate surety duly authorized to do business in the State of Texas, known as 'Surety' herein, are held and finely 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 Offeror's maximurn proposal 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 proposal to perform Work for the following project designated as Bonds Ranch Road from Wagley Robertson to Hawks Landing 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 shall enter 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 proposal amount and the next selected offerer's total proposal 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 19th day of March , 2026. AT Wit ss as to Orincipal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 9/1912025 PRINCIPAL: McCarthv Buildina Comoanies. Inc. BY: g attire Sha+ Sv P ame and Title Bonds Ranch Road from Wagley Robertson to Havtiks Land ng CPN 103275 Witness as to Surety Corinne Chapman Attach Power of Attorney (Surety) for Attorney -in -Fact 00 43 13 BID BOND Page 2 of 2 Address: 3400 N. Central Expressway, Suite 500 Richardson, TX 75080 SURETY: Travelers Casualty and Surety Company Signature c Samantha Chierici, Attorney-ih-Fact ' Name and Title Address: One Tower Sgtare Hartford. CT 06183 Telephone Number: 800-747-371 J *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 Bonds Ranch Road from Wagley Robertson to H"'Ks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 9119/2025 State of Texas Claim Notice Endorsement To be attached to and form a part of Bond No. In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: Travelers Casualty and Surety Company One Tower Square Hartford, Connecticut 06183-6014 (860) 277-0111 Travelers Casualty and Surety Company of America 14W Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporations duly organized under the laws of the State of Connecticut (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint Samantha Chtorld of CHICAGO , Illinois , (heir true and lawful Attorneys) -in -Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 21st day of April, 2021. mTF BPD, t Mpg" �. r coati sd irAt State of Connecticut City of Hartford ss. By: Robert L. Rane enior Vice President On this the 21st day of April, 2021, before me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing Instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. iN WITNESS WHEREOF, I hereunto set my hand and official seal. µ NOTAAY My Commission exp'res the 30th day of June, 2026 * r L� tue�ic Anna P. Nowik, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President„ any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in - Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E, Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which remains in full force and effect. Dated this i l day of fiery �Y ;S*.ir Aiq� �'L 00W VIA a M x aawruAt Kevin E. Hughes, Assistant Secretary To verify the authenticity of this Power of Attorney, please call us at 1-800-421-3880. Please refer to the above-nanredAttorney(s)-in-Fact and the details of the hand to which this Power ofAttorney is attached. 004337 VENDOR COMPLIANCE TO STATE LAW Page 1 of i SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT OFFEROR Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident offerors. This law provides that, in order to be awarded a contract as low offerer, nonresident offerors (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) propose projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident offeror by the same amount that a Texas resident offerer would be required to underpropose a nonresident offeror in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident offerors in order for your proposal to meet specifications. The failure of nonresident offerors to do so will automatically disqualify that offeror. Resident offerors must check the box in Section B. A. Nonresident offerors in the State of , our principal place of business, are required to be percent lower than resident offerers by State Law. A copy of the statute is attached. Nonresident offerors in the State of Missouri our principal place of business, are not required to underpropose resident offerors. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. ❑ OFFEROR: McCarthy Building Companies 3400 N Central Expressway Suite 500 Richardson, TX 75080 END OR SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 911912025 By: Jeromy Shaw (Signature) Title: Senior Vice President Date: 3/31 /2026 Bonds Ranch Road from Wagley Robertson to Hawks Landing CPN 103278 00 45 11 - I BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 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 11 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 The prequalification process will establish a bid limit based on a technical evaluation and 16 financial analysis of the contractor. For example, a contractor wishing to submit bids on 17 projects to be opened on the 7th of April must file the information by the 31st day of March 18 in order to be eligible to work on these projects. In order to facilitate the approval of a 19 Bidder's Prequalification Application, the following must accompany the submission. 20 a. A complete set of audited or reviewed financial statements. 21 (1) Classified Balance Sheet 22 (2) Income Statement 23 (3) Statement of Cash Flows 24 (4) Statement of Retained Earnings 25 (5) Notes to the Financial Statements, if any 26 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 27 of Incorporation, Articles of Organization, Certificate of Formation, LLC 28 Regulations, Certificate of Limited Partnership Agreement). 29 c. A completed Bidder Prequalification Application. 30 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 31 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 32 number visit the Texas Comptroller of Public Accounts online at the 33 following web address www.window.state.tx.us/taxi2ennit/ and fill out the 34 application to apply for your Texas tax ID. 35 (2) The firm's e-mail address and fax number. 36 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 37 is used by the City for required reporting on Federal Aid projects. The DUNS 38 number may be obtained at www.dnb.com. 39 d. Resumes reflecting the construction experience of the principles of the firm for firms 40 submitting their initial prequalification. These resumes should include the size and 41 scope of the work performed. 42 e. Other information as requested by the City. 43 44 2. Prequalification Requirements 45 a. Financial Statements. Financial statement submission must be provided in 46 accordance with the following: 47 (1) The City requires that the original Financial Statement or a certified copy 48 be submitted for consideration. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 00 45 11 - 2 BIDDERS PREQUALIFICATIONS 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 1. 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. A Bidder 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 004511-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to 2 perform the prequalified work types until the expiration date stated in the letter. 3 END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 00 45 12 PREQUALIFICATION STATEMENT Page 1 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Offeror for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contra ctorlSubcontractor Company Name Prequalification Expiration Date Augur Boring — Greater than 24 Skaggs Road Boring Inc inch diameter casing and 4/30/2026 greater Tunneling - 36 Inches - 60 Circle H Contractors, Inc 4/30/2026 Inches, and 350 LF or less Water Transmission, Urban/Renewal, 42-Inches and Venus Construction Co. 5/31/2026 smaller Asphalt Paving Construction/Reconstruction Eurovia Atlantic Coast LLC, dba 5/6/2028 (LESS THAN 15,000 square Sunmount Paving yards) Concrete Having Construction/Reconstruction McCarthy Building Companies 6/30/2026 (15,000 square yards and GREATER Roadway and Pedestrian Lumin8 Transportation Technologies, Lighting LLC, Formerly Bean Electrical, Inc. 3/24/2027 Sewer Collection System, Urban/Renewal, 12" and Venus Construction Co. 5/31/2026 smaller The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. I61a9=1*Q:; McCarthy Building Companies 3400 N Central Expressway Suite 500 Richardson, TX 75080 B Jeromy Shaw ignature) Title: Senior Vice President Date: 3/31 /2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 08/3012021 A3 00 41 04 Bid Proposal Workbook-Working,xlsx W d O O YCE ' Q ch E ❑ O U N O d O Q m m W O LL 0 W 0o 0 U to LU C y � cc O o LL W Co C 0 U Cl) LU E ❑ m cn T U to z cc LL W a aTi Z N � c0 > N m E ❑ ¢ U o 3 m cn c O Q Z Z (n m ❑ 03 ❑O cc O w w d >. 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N �C N m o v Z c m Q 0 0 O O LO v U) N O {L x W co Z 0 C) M U LO N O 04 00 cry v TM 125 E 11th St I Austin, Texas 78701 Texas 512.463.8588 Department tXCIOt. OV of Transportation g January 22, 2025 Eric McMahon Owner Blue Bird Construction, LLC 10707 Justin Cemetery Road Justin, TX 76247 RE: Small Business Enterprise (SBE) Certification Approved Application Dear Eric McHahon: Congratulations! Your application for SBE certification has been approved. Your firm can now be considered toward statewide SBE goal credit on state funded contracts and will be listed in the Texas Unified Certification Program directory with the following work category(ies). Texas Work Category: Fencing NAICS Codes: 238990 Fence Installation NAICS Codes: 238990 Fencing Contractors NAICS Codes: 332618 Fencing and Fence Gates To ensure that your certification remains valid, please periodically review your account information through the Diversity Management System (DMS) at https://txdot.txdotcros.com/. Failure to maintain accurate records related to ownership, management control, and contact information could negatively affect your eligibility in the SBE program. If you experience technical difficulties with DMS please click on the "Contact Us and Support" link on the DMS homepage. A firm must be registered with the Secretary of State in order to do business with TxDOT, but Secretary of State registration is not a requirement for DBE Certification. Sincerely, r46W-- Michael D,4Aryant Director Civil Rights Division Connecting You with Texas An Equal Opportunity Employer Small Business Enterprise (SBE) NCT RCA IMT Construction, LLC. IMT Construction, LLC. has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237310: CONSTRUCTION MANAGEMENT, HIGHWAY, ROAD, STREET AND BRIDGE This Certification commences July 9, 2024 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: July 31, 2026 Issued Date: July 9, 2024 CERTIFICATION NO. HFSB96015N0726 Certification Administrator NCTRCp Small Business Enterprise (SBE) McRyan Hauling, Inc DBA McRyan Hauling McRyan Hauling, Inc DBA McRyan Hauling has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 423320: BRICK, STONE, AND RELATED CONSTRUCTION MATERIAL MERCHANT WHOLESALERS NAICS 423390: OTHER CONSTRUCTION MATERIAL MERCHANT WHOLESALERS NAICS 424720: PETROLEUM AND PETROLEUM PRODUCTS MERCHANT WHOLESALERS (EXCEPT BULK STATIONS AND TERMINALS) NAICS 484220: SPECIALIZED FREIGHT (EXCEPT USED GOODS) TRUCKING, LOCAL NAICS 484230: SPECIALIZED FREIGHT (EXCEPT USED GOODS) TRUCKING, LONG-DISTANCE This Certification commences February 11, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership. control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: February 28, 2027 Issued Date: February 11. 2025 CERTIFICATION NO. VVFSB36730N0227 "— 4 Certification Administrator Small Business Enterprise (SBE) NCTRCA Nexas Supply LLC Nexas Supply LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237310: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION This Certification commences June 13, 2024 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: June 30, 2026 Issued Date: June 13, 2024 CERTIFICATION NO. WFSB48400Y0626 Certification Administrator Small Business Enterprise (SBE) NTRA Precision Road Services LLC Precision Road Services LLC has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237110: WATERAND SEWER LINE AND RELATED STRUCTURES CONSTRUCTION NAICS 237210: LAND SUBDIVISION NAICS 237990: OTHER HEAVYAND CIVIL ENGINEERING CONSTRUCTION NAICS 238110: POURED CONCRETE FOUNDATION AND STRUCTURE CONTRACTORS NAICS 238120: STRUCTURAL STEEL AND PRECAST CONCRETE CONTRACTORS NAICS 238910: SITE PREPARATION CONTRACTORS NAICS 238990: ALL OTHER SPECIALTY TRADE CONTRACTORS This Certification commences June 30, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: June 30, 2027 Issued Date: June 30, 2025 CERTIFICATION NO. PMDB75765Y0426 Certification Administrator Small Business Enterprise (SBE) NCTR'' Rambo Contracting, Inc Rambo Contracting, Inc has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237310: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION NAICS 238110: POURED CONCRETE FOUNDATION AND STRUCTURE CONTRACTORS NAICS 238110: RETAINING WALL (EXCEPT ANCHORED EARTH), POURED CONCRETE, CONSTRUCTION NAICS 238120: STRUCTURAL STEEL AND PRECAST CONCRETE CONTRACTORS This Certification commences May 30, 2025 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: May 31, 2027 Issued Date: May 30, 2025 CERTIFICATION NO. HMSB58563N0527 Certification Administrator HCiRCA Small Business Enterprise (SBE) Texas Environmental Management - San Antonio, Inc Texas Environmental Management - San Antonio, Inc has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 237110: WATERAND SEWER LINE AND RELATED STRUCTURES CONSTRUCTION NAICS 237310: HIGHWAY, STREET, AND BRIDGE CONSTRUCTION NAICS 237990: OTHER HEAWAND CIVIL ENGINEERING CONSTRUCTION This Certification commences January 12, 2026 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: January 12, 2028 Issued Date: January 12, 2026 CERTIFICATION NO. WFSB12591 NO128 Certification Administrator WCTRCA Small Business Enterprise (SBE) TreeNewal LLC DBA TreeNewal Certified Arborist TreeNewal LLC DBA TreeNewal Certified Arborist has filed with the Agency an Affidavit as defined by NCTRCA Small Business Enterprise (SBE) Policies & Procedures and is hereby certified to provide service(s) in the following areas: NAICS 541320: LANDSCAPE CONSULTING SERVICES NAICS 561730: ARBORIST SERVICES NAICS 561730: FERTILIZING LAWNS NAICS 561730: LANDSCAPE CARE AND MAINTENANCE SERVICES NAICS 561730: PRUNING SERVICES, ORNAMENTAL TREE AND SHRUB NAICS 561730: SHRUB SERVICES (E.G., BRACING, PLANTING, PRUNING, REMOVAL, SPRAYING, SURGERY, TRIMMING) NAICS 561730: TREE AND BRUSH TRIMMING, OVERHEAD UTILITY LINE NAICS 561730: TREE REMOVAL SERVICES NAICS 561730: TREE SERVICES (E.G., BRACING, PLANTING, PRUNING, REMOVAL, SPRAYING, SURGERY, TRIMMING) NAICS 561730: TREE SURGERY SERVICES NAICS 561730: TREE TRIMMING SERVICES NAICS 561730: TURF (EXCEPT ARTIFICIAL) INSTALLATION SERVICES This Certification commences June 13, 2024 and supersedes any registration or listing previously issued. This certification must be updated every two years by submission of an Annual Update Affidavit. At any time there is a change in ownership, control of the firm or operation, notification must be made immediately to the North Central Texas Regional Certification Agency for eligibility evaluation. Certification Expiration: June 30, 2026 Issued Date: June 13, 2024 CERTIFICATION NO. HMSB59407N0626 Certification Administrator 1 2 3 4 5 6 7 8 9 to 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 bfl 45 26 - 1 CONTPLACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE: WITH WORKER'S COMPENSATION LAW Pursuant to Texas. Labor Code Section 406.096(a), as amended, Contractor certifies that it Provides worker's compensation insurance coverage for all of its employees employed oil City Project No. 103278. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with Worker's compensation coverage. [014N U_ ' McCarthy Building Companies By: Jeromy Shaw Company (Please Print) 3400 N Central Expressway, Ste 500 Signature: 4 Address Richardson, TX 75080 City/State/Zip Title: Senior Vice President (Please Print) THE STATE OF TEXAS § �rsw "�e ALLYSON CO L1 S rn Notary ID #i13k785977 My commisslon Expires COUNTY OF TARRANT § '�,ar�* April 3, 2027 FORFF, ME, the undersigned authority, on this day personally appeared ��b l� , known to me to be the person whose name is subscribed to the for•.e�aing instrument nd acNW owledged to nIe that he/she executed the same as the act and deed of W U 10 M aH W_ S for the purposes and consideration therein expresse and in the c acity Aierein stated. I N UNDER MY HAND A SEAL OF OFFICE this day of c Y (� W 20 Ir- - "�q a � Nota1 ub is in d for the State of Texas END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUNIEN I'S CPN 143278 Revised July 1, 2011 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 004541-1 SMALL BUSINESS GOAL Page 1 of 1 SECTION 00 45 41 SMALL BUSINESS GOAL APPLICATION OF POLICY If the total dollar value of the contract is $100,000 or more, the Small Business goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. SMALL BUSINESS GOAL The City's Small Business goal is 30% of the amount bid (if bid alternates are requested, the goal shall be applied to the total bid amount inclusive of any selected alternates). COMPLIANCE Bidders shall comply with the Small Business Goal by meeting or exceeding the small business goal through self -performance and/or Small Business subcontracting participation. Small businesses are based on SBA definitions and must be located within the five Fort Worth counties: Tarrant, Denton, Wise, Parker and Johnson. Small businesses shall be certified via one of the following certifying agencies: • North Central Texas Regional Certifying Agency (NCTRCA) • Dallas/Fort Worth Minority Supplier Development Council (DFW MSDC) • Women's Business Council — Southwest (WBCS) • Texas Department of Transportation (TxDOT) SUBMITTAL OF REQUIRED DOCUMENTATION The following documents must be submitted with the bid documents at the time of bidding: • Completed Small Business Utilization form • Certificates identifying themselves or subcontractors as Small Businesses FAILURE TO COMPLY WITH THE CITY'S SMALL BUSINESS ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 1, 2025 00 52 44 Agreement Page 1 of 7 SECTION 00 52 44 AGREEMENT THIS AGREEMENT, authorized on 6/9/2026 , is made by and between the City of Fort Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, ("City"), and McCarthy Building Companies, Inc. , 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: Bonds Ranch Road from Wagley Robertson to Hawks Landing CPN: 103278 Article 3. CONTRACT PRICE City agrees to pay Contractor for performance of the Work in accordance with the Contract Documents an amount, in the current funds, of Twenty Two Million, Two Hundred Eighty Eight Thousand, Eight Hundred Four and 77/100 Dollars ($22,288,804.77). Contract price may be adjusted by change orders duly authorized by the Parties. Article 4. CONTRACT TIME 4.1 Time is of the essence. All time limits for Milestones, if any, Substantial Completion and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 4.2 Substantial Completion. The Work shall be Substantially Complete within 590) Days from the Notice to Proceed, which is the Contractor -Specified Time of Completion as submitted on the Proposal Form and as defined in the Supplementary Conditions. 4.3 Final Acceptance. The Work shall be complete for Final Acceptance within 60 days of Substantial Completion. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 10, 2025 00 52 44 Agreement Page 2 of 7 4.3 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 proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City One Thousand, Two Hundred and Fifty and 00/100 Dollars ($1,250.00) 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. Article 5. CONTRACT 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 1) 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 c. Insurance Certification Form (ACORD or equivalent) d. Payment Bond e. Performance Bond f. Maintenance Bond g. Power of Attorney for the Bonds h. Worker's Compensation Affidavit i. Small Business 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 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 10, 2025 00 52 44 Agreement Page 3 of 7 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alleged or proven that all or some of the damages being sought were caused, in whole or in part, by any act, omission or negligence of the city. Article 7. NHSCELLANEOUS 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. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 10, 2025 00 52 44 Agreement Page 4 of 7 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 funds 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. 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 term of the contract. 7.9 Prohibition on Boycotting Energy Companies. Contractor acknowledges that in accordance with Chapter 2276 of the Texas Government Code, 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 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 2276 of the Texas Government Code. To the extent that Chapter 2276 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. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 10, 2025 00 52 44 Agreement Page 5 of 7 Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code, 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. 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103273 Revised September 10, 2025 00 52 44 Agreement Page 6 of 7 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 employee 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 OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103273 Revised September 10, 2025 00 52 44 Agreement Page 7 of 7 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: By: Mronny Shaw (Jul 21, 2026 14:05:21 CDT) Signature Jeromy C. Shaw (Printed Name) Senior Vice President Title 3400 N Central Expressway, Suite 500 Address Richardson, TX 75080 City/State/Zip 07/21 /2026 Date OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX City of Fort Worth By: CA9�—� Jesica McEachem, Assistant City Manager 08/27/2026 Date Attest: say Poi Fonrwaa P , o 09.10 _Fe as°cn�xasa" Jannette Goodall, City Secretary (Seal) M&C: 26-0504 Date: 6/9/2026 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 requirements. i Alejandra (Alex) Ayala, P.E. Contract Compliance Specialist Approved as to Form and Legality: Douglas Black (Aug 19, 2026 14:01:49 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL RECOMMENDED: "X......7,.:..,.. Lauren Prieur (Aug 18, 2026 11:31:54 CDT) Lauren Prieur Director, Transportation & Public Works CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103273 Revised September 10, 2025 i 006113-1 PERFORMANCE BOND Page 1 of 2 i SECTION 00 61 13 Bond No.: Federal Insurance Company, K4228922A Travelers Casualty and Surety Company,108501379 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, _McCarthy Building Companies, Inc. known as Federal Insurance Company 9 "Principal" herein and Travelers Casual and Surety Company a corporate 10 surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as I I "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 13 sum of Twenty Two Million, Two Hundred Eighty Eight Thousand, Eight Hundred Four and 77/100 Dollars 14 ($_22,288,804.77 ), lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, 16 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 17 presents, 18 WHEREAS, the Principal has entered into a certain written contract with the City 19 awarded the 9th day of June, 2026 which Contract is hereby referred to and made a part hereof for 20 all purposes as if fully set forth herein, to f imish all materials, equipment labor and other 21 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 22 provided for in said Contract designated as Bonds Ranch Road from Wagley Robertson to Hawks 23 Landing, CPN 103278 24 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 25 shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 26 perform the Work, including Change Orders, under the Contract, according to the plans, 27 specifications, and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City, then this obligation shall be 29 and become null and void, otherwise to remain in full force and effect. 30 PROVIDED FURTHER, that if any Iegal action be filed on this Bond, venue shall lie in 31 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 32 Worth Division, CITY OF FORT WORTH Bonds Ranch Road from Wagtey Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 8, 2023 0061 13-2 PERFORMANCE BOND Page 2 of 2 1 This bond is tirade 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 this 5 instnunent by duly authorized agents and officers on this the 17th day of July 6 , 2026 7 Q 9 10 12 13 ATTEST: l4� 1 16 (Principa ecretary 17 Davin Mayerhoff, VP Finance 18 Assistant Corporate Secretarya., 19 20 21 22 Witness as to Principal 23 24 25 26 . 27 28 29 30 31 32 33 34 35 36�-r�,r�?T-Lc 37 Witness as to Surety Corinne Chapman 38 39 PRINCIPAL: McCarthy Building Companies, Inc. Jeromy Shaw BY: f C I eromy Shaw Senior Vice President Nance and Title Address: 3400 N. Central Expressway, Suite 500 Richardson. TX 75080 SURETY: Federal Insurance Company Travelers Casualty and Surety Company Signature Samantha Chlerici, Attomey-in-Fact Name anti Title Address: 202E Hall's Mill Road,' Whitehouse Etation, NJ 08889 One Tower Square, -Hartford, CT 06183 908-903-2000 Telephone Number: 203-277-0111 Email Address: 1hQsa�Rfe quhr rh1 b�.cp� c rret2Qlravelers.com 40 *Nate: If signed by an officer of the Surety Company, there must be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both trust be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44 CITY OF FORT 1VORTH Bonds Ranch Road from Waglcy Rahcrtson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 8, 2023 0061 14 - 1 PAYMENT BOND Page I of 2 Bond No.: Federal Insurance Company, K42149706 1 SECTION 00 6114 Travelers Casualty and Surety Company, 108501379 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, McCarthy Building Companies, Inc. , known as 8 "Principal" herein, and Federal Insurance Co pa! , Travelers Casualty and Surety Company, a 9 corporate surety (sureties), duly authorized to do business in the State of Texas, known as "Surety" 10 herein (whether one or more), are held and finely bound unto the City of Fort Worth, a municipal 11 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal 12 sum of Twenty Two Million. Two Hundred Eighty Ei1-lit Thousand, Eight Hundred Four and 77/100 Dollars 13 ($ 22,288,804.77 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which suns 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 18 9th day of June , 2026 , which Contract is hereby referred to and made 19 a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 20 and other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as Bonds Ranch Road from Wagley Robertson, CPN 103278. 22 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 23 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 24 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 25 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 26 force and effect. 27 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 28 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 29 accordance with the provisions of said statute. 30 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 8, 2023 1 2 3 4 5 6 7 S 9 10 It 12 0061 14-2 PAYMFiNT BOND Page 2 of 2 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17th day of July , 20 26 (Principal) Secretary Davin Mayerhoffr VP Finance Assistant Corporate Secretary Witness as to Principal ATTEST: 1a Y,-� (Surety) Secretary Susan A. Welsh Witness as to Surety Corinna Chapman PRINCIPAL: McCarthy Building Companies, Inc. BY: i Ire omy Shaw Senior Vice President Name and Title Address: 3400 N. Central Ex rrp essway,S ulte 500 Richardson, TX 75080 4/0REVA Federal Insurance Company Travelers Casualty and Surety Company BY: Signature Samantha Chierici, Attorney -in -Fact Nance and Title Address: 202E Hall's Mill Road, Whitehouse Station, NJ 08889 One Tower Square, Hartford, CT 06183 908-903-2000 Telephone Number: 203-277-0111 Email Address: theodore.guhhubb.com cgarre u� rave ers.com Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 8, 2023 0061 19. 1 MAINTENANCE BOND Pagel of3 Bond No.: Federal Insurance Company, K42149706 1 SECTION 00 6119 Travelers Casualty and Surety Company, 108501379 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we McCarthy Building Companies, Inc. known as 9 "Principal" herein and Federal Insurance Company, Travelers Casualty and Surety Compa ,ya corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" I 1 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 12 corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum 13 of Twenty Two Million, Two Hundred Eighty Eight Thousand, Eight Hundred Four and 77/100 Dollars ($22,288,804.77) 14 lawfuI money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 15 of which sum well and truly be made unto the City and its successors, we bind ourselves, our heirs, 16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 17 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the 9th day of June , 2026, which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 23 the "Work") as provided for in said contract and designated as Bonds Ranch Road fi•orn 24 TVagley Robertson to Hawks Landing, CPN 103278; 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 upon 32 receiving notice from the City of the need therefor at any time within the Maintenance Period. 33 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 ao6l r9-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 2 any defective Work, for which timely notice was provided by City, to a completion satisfactory to 3 the City, then this obligation shall become null and void; otherwise to remain in full force and 4 effect. 5 6 PROVIDED, HOWEVER, if Principal shalt fail so to repair or reconstruct any tiunely 7 noticed defective Work, it is agreed that the City may cause any and all such defective Work to be 8 repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the 9 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 successive 16 recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH Bouds Rauch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised Septembcr 19, 2025 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 39 40 41 42 0061 19-3 MAINTENANCE BOND Page 3 of IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 17th , 2026 . ATTEST: rinlipal) Secretary Davin Mayerhoff, VP Finance Asistant Corporate Secretary Witness as to Principal AT a ST: (Surety) Secretary Susan A. Welsh Witness as to Surety Cori ne Chapman day of July PRINCIPAL: McCarthy Building Companies, Inc. BY: aRlre J my Shaw Senior Vice President Name and Title Address: 3400 N. Central Expressway, Suite 500 Richardson, TX 75080 SURETY: Federal Insurance Company Traveters Casualty and Surety Company BY: �Saklylca>w 61 Signature Samantha Chierici, Attorney -in -Fact Name and Title Address: _ 202B Hall's Mill Road, Whitehouse Station, NJ 08889 One Tower Scivare, Hattfo d CT Q6183 908.903.2000 Telephone Number: 203-277-0111 Email Address: theodore.guhr ehubb.com cgarret2@travelers.com *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 proirided. 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 September 19, 2025 Bonds Ranch Road From Wigley Robertson to Hawks Landing CPN 103278 Have a complaint or need help? Tiene una queja o necesita ayuda? IMPORTANT NOTICE If you have a problem with a claim or your premiums, call your insurance company first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint «6th the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company. If you don't, you may lose your eight to appeal. To get information or file a complaint with CHUBB: Call Toll -free: 1-Soo-36-CHUBB Mail: Eastern Claim Service Center 600 Independence Parkway Chesapeake, VA 23320 Attn. Surety Support Phone: 800-252-467o Fax: 800-664-5358 Email: ecsc.claims@chubb.com To get help with an insurance question or file a complaint with the state: The Texas Department of Insurance Call with a question: 1-800-252-3439 File a complaint: www.tdilexas.gov E-mail: ConsumerProtection@tdi.texas.gov Mail: MC-ii1-iA, P.O. Box 149091 Austin, TX 78714-9091 AVISO IMPORTANTE Si tiene un problema con un reclamo o las primas, flame primero a la empresa de seguros. Si no puede resolver el problema, el Departamento de Seguros del estado de Tejas puede ayudar. Si registra una queja con el Departamento de Seguros del estado de tejas, tambien debe presentar una queja o apelacion a traves de su compania de seguros. Si no to hace puede perder su derecho de apelar. Para obtener informacon o registro de una queja con CHUBB: Llame al: i-Soo-36-CHUBB Correo: Eastern Claim Service Center 600Independence Parkway Chesapeake, VA 23320 Attn: Surety Support Telefono: 800-252-4670 Fax:800-664-5358 Correo electronico: eese.claims@chubb.com Para ayuda con una pregunta de seguros o registrar una queja con el estado: El Departamento de Seguros del Estado de Tejas Preguntas; 1-800-252-3439 Quejas: www.tdi.texas,gov Correo eleeLronico: ConsumerProtection@tdi.texas.gov Correo: MC-m-iA, P.O. Box 149091 Austin, TX 78714-9091 Form 15-10-0347 (ReV. 2/23) CHUBB' Power of Attorney Federal Insurance Company I Vigilant Insurance Company I Pacific Indemnity Company Westchester Tire Insurance Company I ACE American Insurance Company Know All by These Presents, that FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, PACIFIC INDEMNITY COMPANY, a Delaware corporation, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY corporations of the Commonwealth of Pennsylvania, do each hereby constitute and appoint Richard Casas, Corinne Chapman, Samantha Chierici, Jessica B. Dempsey, George F. Douaire V, Derek J. Elston, Kristin L Hannigan, Jennifer L. Jakaitis, Victoria Johnson, Nicholas Kertesz, Judith A. Lucky-Eftimov, Tara A. Maquinto, Robert Nachreiner, Roger Paraison, Sartlomlej Slepierski, Jean Torres, Aerie Walton, Susan A. Welsh, Sandra M. Winsted and Dartonya Wright of Chicago, Illinois -------- each as their true and lawful Attorney -in Tact to execute under such designation! n their names and to affix their corporate seals to and deliver fo rand on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory In the nature thereof (other than bail bonds) given or executed in the course of business, and any Instruments amending or altering the same, and consents to the modification or alteration of any Instrument referred to in said bonds or obligations In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY have each executed and attested these presents and affixed their corporate seals on this llu day of tune, 2025. (__Z C O'� d_t_� - "< � 0-Is-')Rupert HD Swindells. Assistant Secretary Stt`phLn %1. I lath.}', Iricr Pr4idLnt r ify � afaL ff\V 1WL �I iF1'1 STATE OF NGSV JERSEY County ofHunterdon ss. On this 11tk day of June , 202 S before me, a Notary Public of New Jersey, personally came Rupert HD Swindells and Stephen M. Haney, tome known to be Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY, the companies which executed the foregoing Power ofAttorney, and the said Rupert HD Swindells and Stephen M. Haney, being by me duly sworn, severally and each for himself did depose and say that they are Assistant Secretary and Vice President, respectively, of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTC14ESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY and know the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of said Companies; and that their signatures as such officers were duly affixed and subscribed by like authority. Notarial Seal tp StXyJ Loftin r4 �. NOTA"AMIC OF NEW JERSEY No, 11111,17M b.a 2,funt+° CIDiYWISjjQtltJtrt IS,itlib Notary Public CERTIFICATION Resolutions adopted by the Boards of Directors of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY on August 30, 2016; WESTCHESTER FIRE INSURANCE COMPANY on December 11, 2006; and ACE AMERICAN INSURANCE COMPANY on March 20, 20119: "RESOLVED, that the following authorizations relate to the execution, for and on behalfof the company, of bonds, undertakings, recognizances,contracts and other written commitments ofthe Company entered Into In the ordinary course of husiness (each a'Wrilten Commitment"): (1) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized to execute any Written Commitment for and on behalfof the Company,under the seal ofthe Company or otherwise. (2) Each duly appointed attorney -In -fact ofthe Company Is hereby authorized to execute! any Written Commitment for and on behalf of the Company, under the seal ofthe Company or ctherwtse, to the extent that such action Is authorized by the grant of powers provided for In such person's written appointment as such attorneyfn-fact, (3) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, forand on behal f ofthe Company, to appoint in writing any person the attorney -in - fact of the Company with full power and authority to execute, for and an behalfafthe Company, under the seal ofthe Company or otherwise,such Written Commitments ofthe Company as may be specified in such written appointment, which specification may be by general type or class of Written Commitments or by specification of one or more particular Written Commitments. (4) Each of the Chairman, the President and the Vice Presidents of the Company is hereby authorized, for and on behalf ofthe Company, to delegate In writing to any other officer of the Company the authority to execute, for and on behalf of the Company, under the Company's seal or otherwise, such Written Commitments afthe Company as are specified In suchwr%tten delegation, which specification may be by general type or class of Written Commitments or byspecificailonofoneormore particular Written Commitments - CS) The signature of any officer or other Person executing any Written Commitment or appointment or delegation pursuant to this Resolution, and the seal of the Company, may be affixed by facsimile on such Written Commitment or written appointment or delegation. FURTHER RESOLVED, that the foregoing Resolution shall not be deemed to be an exclusive statement ofthe powers and authority of officers, employees and other persons to act for and on behalf of the Company, and such Resolution shall not limit or otherwise affect the exercise of any such power or authority otherwise validly granted or vested." 1, Rupert HD Swindells, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, PACIFIC INDEMNITY COMPANY, WESTCHESTER FIRE INSURANCE COMPANY and ACE AMERICAN INSURANCE COMPANY (the 'Companiesl do hereby certify that (I) the foregoing Resolutions adopted by the Board of Directors of the Companies are true, correct and in full force and effect, ([I) the foregoing Power of Attorney is true, correct and in full force and effect, Given under my hand and seals of said Companies at Whitehouse Station, NJ, this �� O} kA'-( C' CQ W Rupert P titrY IN THE EVENT YOU WISH TO VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT:. Telephone 908 903.3493 Fax 908903-3656 e.mall: suretyCNchubb.com. Combined: FED-VIG-PI-VVF�C-AAIC (rev. 11-19) State of Texas Claim Notice Endorsement To be attached to and form a part of Bond No. 108501379 In accordance with Section 2253.021(f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code any notice of claim to the named surety under this bond(s) should be sent to: Travelers Casualty and Surety Company One Tower Square Hartford, Connecticut 06183-6014 (860) 277-0111 Travelers Casualty and Surety Company of America Travelers Casualty and Surety Company TRAVELERS J St. Paul Fire and Marine Insurance Company POWER OF ATTORNEY Travelers Casualty and Surety Company of America, Travelers Casualty and Surety Company, and St. Paul Fire and Marine Insurance Company are corporattons duly organized under the laws of the State of Connecticut (herein collectively called the "Companies"), and the Companies do hereby make, constitute and appoint Samantha Chierici of CHICAGO , Illinois , their true and lawful Attorney(s)-in-Fact to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by la%v. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed, and their corporate seals to be hereto affixed, this 13th day of May, 2026. �LtY A.Og4q �q 'YA, N/y�,, YAMo-flyC . .. s i I SEAL in SEAL z f .FSEAL 1 State of Connecticut City of Hartford ss. By: Bryce Grissom, Senior Vice President On this the 13th day of May, 2026, before me personally appeared Bryce Grissom, who acknowledged himself to be the Senior Vice President, Surety, Bond & Specialty Insurance, of each of the Companies, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of said Companies by himself as a duly authorized officer. IN WITNESS WHEREOF, i hereunto set my hand and official seal. My Commission expires the 31st day of March, 2031 t ` p�rjO Marie E. Sorensen, Notary Public This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of directors of each of the Companies, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. I, Kevin E. Hughes, the undersigned, Assistant Secretary of each of the Companies, do hereby certify that the above and foregoing is a true and correct copy of the Power of Attomey executed by said Companies, which remains in full force and effect. Dated this `� r day of '�y .q SU4fTyCO� Cf; tsY +...... �l/��1J w'�q 4ARrkF ( SEAL I �; 5EAL )i i SEA{. �'�, ��" �r., F..» frig fa•. o.r n y(L. ♦w' /`ZGyLa-�_ �s a Kevin E. Hughes, Assistant Secretary To verify the authenticity of Phis Pover of Attorney, pie ase call us of 1-800-421-3880. Please refer to the above -named Aftorney(s)-in-Fact and the details of the bond to which this Power ofAtforney is attached. POLICY NUMBER: MWZY31825526 COMMERCIAL GENERAL LIABILITY CG20100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations ALL PARTIES WHERE REQUIRED BY A WRITTEN CONTRACT. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 MWZY 318255 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 A. Section II Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. C. With respect to the insurance afforded to these additional insureds, the following is added to Section III Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 0413 MWZY 318255 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 POLICY NUMBER: MWZY31825526 COMMERCIAL GENERAL LIABILITY CG 20 37 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED OWNERS, LESSEES OR CONTRACTORS COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations ALL PARTIES WHERE REQUIRED BY A WRITTEN CONTRACT. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 MWZY 318255 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 POLICY NUMBER: MWZY31825526 COMMERCIAL GENERAL LIABILITY CG 20 01 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 MWZY 318255 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 POLICY NUMBER: MWZY31825526 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART/FORM SCHEDULE Name of Person(s) or Organization(s): Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. SECTION IV COMMERCIAL GENERAL LIABILITY CONDITIONS , 8. Transfer Of Rights Of Recovery Against Others To Us is amended by the addition of the following: If we recover any amount as a result of our exercise of these rights, the amount recovered will be divided as follows: Any insured or other insurer that paid amounts in excess of the limits of coverage that apply under this policy will be reimbursed for the actual amount paid. b. We will then be reimbursed for any payments we have made. C. Then, if any amount remains, any insured or other insurer who paid amounts before the limits of coverage for this policy applied will be reimbursed for the actual amount paid. Expenses incurred in obtaining a recovery of any payment we make under this policy from someone other than us will be divided in the same ratio as the recovery is shared. However, if we bring legal action against any other party on our own or try to obtain recovery and fail to do so, we will pay all expenses we incur. 2. We waive any right of recovery we may have against the Person(s) or Organization(s) shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with the Person(s) or Organization(s) and included in the "products and completed operations hazard". This waiver applies only to the Person(s) or Organization(s) shown in the Schedule above. GL 029 008 0424 Page 1 of 1 Includes copyrighted material of Insurance Services Office, Inc., with its permission. MWZY 318255 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 POLICY NUMBER: MWZY31825526 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US SCHEDULE Number of Days Notice of Cancellation: 90 Person or Organization: All certificate holders where written notice of the cancellation of this policy is required by written contract, permit or agreement with the Named Insured and whose names and addresses will be provided by the broker or agent listed in the Declarations Page of this policy for the purposes of complying with such request. Address: Provisions If we cancel this policy for any statutorily 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 the schedule above. We will mail such notice to the address shown in the schedule above at least the number of days shown for cancellation in the schedule above before the effective date of cancellation. PIL 028 05 10 MWZY 318255 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 Policy Number: MWTB 318257-26 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM SCHEDULE Name of Person(s) or Organization(s): Where Required by Written Contract With respect to COVERED AUTOS LIABILITY COVERAGE, Who Is An Insured is changed with the addition of the following: Each person or organization shown in the Schedule for whom you are doing work is an insured". But only for "bodily injury" or "property damage" that results from the ownership, maintenance or use of a covered "auto" by: 1. You; 2. an "employee" of yours; or 3. anyone who drives a covered "auto" with your permission or with the permission of one of your "employees". However, the insurance afforded to the person or organization shown in the Schedule shall not exceed the scope of coverage and/or limits of this policy. Not withstanding the foregoing sentence, in no event shall the insurance provided by this policy exceed the scope of coverage and/or limits required by the contract or agreement. PCA 001 10 13 MWTB 318257 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 Policy Number: MWTB 318257-26 COMMERCIAL AUTO CA04491116 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance B. Condition in the Business Auto Coverage Form and the Other Insurance Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 MWTB 318257 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 Policy Number: MWTB 318257-26 COMMERCIAL AUTO CA 04 43 12 23 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) - AUTOMATIC WHEN REQUIRED BY WRITTEN CONTRACT OR AGREEMENT This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The Transfer Of Rights Of Recovery Against Others To Us Condition does not apply to any person(s) or organization(s) for whom you are required to waive subrogation with respect to the coverage provided under this Coverage Form, but only to the extent that subrogation is waived: A. Under a written contract or agreement with such person(s) or organization(s); and B. Prior to the "accident" or the "loss". CA 04 43 12 23 © Insurance Services Office, Inc., 2022 Page 1 of 1 MWTB 318257 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 Policy Number: MWTB 318257-26 IL 10 (12/06) OLD REPUBLIC INSURANCE COMPANY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY - NOTICE OF CANCELLATION PROVIDED BY US SCHEDULE Number of Days Notice of Cancellation: 90 Person or Organization: All certificate holders where written notice of the cancellation of this policy is required by written contract, permit or agreement with the Named Insured and whose names and addresses will be provided by the broker or agent listed in the Declarations Page of this policy for the purposes of complying with such request. Address: Provisions If we cancel this policy for any statutorily 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 the schedule above. We will mail such notice to the address shown in the schedule above at least the number of days shown for cancellation in the schedule above before the effective date of cancellation. PIL 028 05 10 MWTB 318257 26 McCarthy Holdings, Inc. 04/01/26 - 04/01/27 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 POLICY NUMBER: MWC 318256 26 WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. SCHEDULE ANY PERSON OR ORGANIZATION WHERE WAIVER OF OUR RIGHT TO RECOVER IS REQUIRED BY WRITTEN CONTRACT WITH SUCH PERSON OR ORGANIZATION PROVIDED SUCH CONTRACT WAS EXECUTED PRIOR TO THE DATE OF LOSS. DATE OF ISSUE: 04-01-26 1983 National Council on Compensation Insurance. OLD REPUBLIC INSURANCE COMPANY Policy Number: MWC31825626 OLD REPUBLIC INSURANCE COMPANY WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY POLICY DESIGNATED ENTITY - NOTICE OF CANCELATION PROVIDED BY US ENDORSEMENT SCHEDULE Number of Days Notice of Cancellation: 120 Person or Organization: ALL CERTIFICATE HOLDERS WHERE WRITTEN NOTICE OF CANCELLATION OF THIS POLICY IS REQUIRED BY WRITTEN CONTRACT, PERMIT OR AGREEMENT WITH THE NAMED INSURED AND WHOSE NAMES AND ADDRESSES WILL BE PROVIDED BY THE BROKER OR AGENT LISTED IN THE DECLARATIONS PAGE OF THIS POLICY FOR THE PURPOSE OF COMPLYING WITH SUCH REQUEST. Address: Provisions If we cancel this policy for any statutorily permitted reason other than nonpayment of premium, and a number of days is shown for cancelation in the schedule above, we will mail notice of cancelation to the person or organization shown in the schedule above. We will mail such notice to the address shown in the schedule above at least the number of days shown for cancelation in the schedule above before the effective date of cancelation. WC 99 03 65 (03/ 11) Page 1 of 1 OLD REPUBLIC INSURANCE COMPANY STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Article 1 — Definitions and Terminology 1.01 Defined Terms ..................... 1.02 Terminology ........................ Page .........................................1 .........................................1 ......................................... 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, Amending, 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............................................................................................................................ I I 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 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 Programs............................................................................................. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. 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. 11. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 2 of 63 12. Change Order A 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 Claim —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 (ii) 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 4 of 63 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 Meeting — 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 of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 58. Schedule of Values —A 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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. Successful 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 1.02.13 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: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. 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 "Famish" 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 (1) 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: September 1,2025 007200-1 GENERAL CONDITIONS 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 the Public Meeting if 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS 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 of Contract 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 Performance 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: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 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 of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse gfDocuments 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page I 1 of 63 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 Electronic 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. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 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: 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 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: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 13 of 63 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 14 of 63 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: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 15 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 6.17.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. F. 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 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 a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 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 sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 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 oflnsurance 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 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 10%. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 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 Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 are 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 of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 may be submitted to City for review under the circumstances described below. "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.1, 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 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 Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 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 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.13. 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: September 1,2025 007200-1 GENERAL CONDITIONS Page 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. Small Business Goal Compliance: It is City policy to foster competition, expand the supplier base, and promote and encourage the participation of small business firms in the City's contracting opportunities. If the Contract Documents provide for a small business goal, Contractor shall comply with the City's Small Business Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a contracted small business and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted small businesses without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment. 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 the small business(es). Material misrepresentation of any nature may be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for the disqualification of the Contractor to bid on future contracts with the City for a period of not less than one year. 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: 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 25 of 63 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 11 th 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. Affadavit. Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code related to paying prevailing wage rates on completion of the project. 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 in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits 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 licenses. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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: https://cgWtroller.texas.gov/taxes/permit/ 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, 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. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 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 Safety 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 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 Order 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 SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 5.02.13. 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 DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART, BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 34 of 63 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. 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 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 VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 — OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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: 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 38 of 63 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 Performed 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 Work 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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: 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 of the 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 Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims 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: 1. 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 41 of 63 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 11.0LB, 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 11.01.13, and shall include but not be limited to the following items: 1. 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 43 of 63 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 11.0I.A.1 or specifically covered by Paragraph 11.0 LAA, 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. Contractors 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 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.0l.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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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. Contingency Allowance: 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 Quantities: 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: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS 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 THE 12.01 Change of Contract 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 12.01.13.2, 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 12.01.Q. 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 11.01.A.1, 11.0l.A.2. and 11.01.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 11.0l.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (5%); 1) 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 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.0l.A.1 and 11.0l.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 costs itemized under Paragraphs 11.0l.A.6, and 11.01.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 of Contract 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 51 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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: 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 007200-1 GENERAL CONDITIONS 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 time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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. Partial Utilization 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 time charge will be made against the Contractor between said date of notification to the City of Substantial Completion and the date of Final Inspection. 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 Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 for employees, subcontractors, and suppliers; 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: 1. 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 CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 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: l . 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 15.02.13, 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS Page 60 of 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 effected by 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: September 1,2025 00 72 00 - 1 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, due 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 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 parry 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 parry. 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 of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 72 00 - 1 GENERAL CONDITIONS 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 WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: September 1,2025 00 73 01 SUPPLEMENTARY CONDITIONS Page 1 of 8 SECTION 00 73 01 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS FOR COMPETITIVE SEALED PROPOSALS Supplementary Conditions 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-1.01 "Defined Terms" The following Terms listed in the General Conditions are modified as follows: Bid — The offer or proposal of an Offeror submitted on the prescribed form setting forth the prices for the Work to be preformed Contract Time — The designated time to achieve Final Acceptance as stated in the Agreement. Notice to Proceed — A written notice given by City to the Contractor fixing the date of the Contractor -Specified Time of Completion and commencing the Contract Time. The Contractor shall start to perform the Work as specified in the Contract Documents after receipt of the Notice to Proceed. The following listed of Terms are added to the General Conditions as follows: City -Specified Time of Completion — The number of Days specified by City in the Proposal Form as the maximum number of Days to achieve Substantial Completion. Competitive Sealed Proposals — A procurement method by which a governmental entity requests proposals, evaluates and ranks the Offerors, and negotiates a contract with a general contractor for the construction, rehabilitation, alteration, or repair of a facility. Contractor -Specified Time of Completion — The number of Days specified by the Offeror in the Proposal form and subsequently memorialized in the Agreement and which becomes the Contractor's agreed to number of Days to Achieve Substantial Completion. Daily Value — The City -determined value in dollars as indicated in the Proposal Form as the value of one Day for the purposes of determining the Incentive or Disincentive relative to the Contractor -Specified Time of Completion and achievement of Substantial Completion. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10.2025 00 73 01 SUPPLEMENTARY CONDITIONS Page 2 of 8 Proposal — The offer or proposal of an Offeror submitted in accordance with the requirements set forth in the Instructions to Offerors. Proposal Documents — The Proposal Requirements and the Proposed Contract Documents. Substantial Completion — The completion of the Work necessary for the project to function as it was intended pursuant to the Contract Documents and as specified below, to the reasonable satisfaction of the City. The date of Substantial Completion shall be memorialized by written notice given by the City to the Contractor. The Project will be substantially complete when the roadway is fully open to traffic, two lanes in each direction and fully operating intersections, therefore; the following tasks shall be completed: • Demolition • Water and Sanitary Sewer Relocations • Storm Drain Installation • Concrete Paving - Roadway • Pavement Markings and Signage • Traffic Signals SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A 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-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of December 4th, 2025: Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL NUMBER OWNER TARGET DATE OF POSSESSION 1 FOO TIANG MENG DIRK ROBERT Spring 2026 WAGLEY ROBERTSON NEIGHBORHOOD Spring 2026 SHOPS BY SLATE LLC g BONDS RANCH DEVELOPMENT LLC Spring 2026 9 MDC COAST 26 LLC Spring 2026 10 TERRAVET III SVP MASTER LLC Spring 2026 12 CHURCH OF JESUS CHRIST OF LDS Spring 2026 The Contractor understands and agrees that the dates listed above are estimates only, are 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. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10.2025 007301 SUPPLEMENTARY CONDITIONS Page 3 of 8 SC-4.01A.2, "Availability of Lands" 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 September 1 Ith, 2024 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT AT&T Fiber Optic, Telephone North & south side of Bonds Ranch Rd Spring 2026 .................. ...........................................................................................................................................................................................Y........................................................................ West side of Wa le Robertson Rd ........................................................... .................... .................................................................................................. ................................... BKV Barnett Pipeline Spring 2026 o Nrth side of Bonds Ranch Rd Oncor Underground and overhead electric Spring 2026 ............................................................................................................................................................................................................................................-..................................I-.,................................................................................................................................................................ South side of Bonds Ranch Rd One Source Fiber Optic, Telephone Spring 2026 ................... ................................................................................................................................................................................................................................................................................I........................... South side of Bonds Ranch Rd ............................................................................................................................. Spectrum Fiber Optic, Copper Cable Spring 2026 ..................................................................................................................................................................................................................................................................................... . . .North side of Bonds Ranch Rd ............................................................................................................................................................................................................................ Tri County Underground electric Spring 2026 Zayo Fiber Optic North side of Bonds Ranch Rd Spring 2026 West side of Wa le Robertson Rd ..................................................................................................................................................................,..,...................g........Y.......................................................................,..,.,.,.....................................,,.,.,.,.,.,.,.......................................................................................................................................................... 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 Engineering Study Report No. 103-22457, dated March 13' 2023, prepared by CMJ Engineering, a sub -consultant of Kimley-Horn and Associates, Inc., a consultant of the City, providing additional information on the subsurface conditions and recommended concrete pavement section on Bonds Ranch Road. A Geotechnical Engineering Study Report No. 103-23-501, dated December 29" 2023, prepared by CMJ Engineering, a sub -consultant of Kimley-Horn and Associates, Inc., a consultant of the City, providing additional information on the subsurface conditions and utility excavations on Bonds Ranch Road. A Geotechnical Engineering Study Report No. 103-22-457, dated May 2' 2024, prepared by CMJ Engineering, a sub -consultant of Kimley-Horn and Associates, Inc., a consultant of the City, providing additional information on the subsurface conditions and recommended asphalt pavement section on Bonds Ranch Road. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: CMJ Report No. 103-22-457, 103-23-501, 103-22-457 Addendum #1, and CMJ Log Reports. SC-4.06A., "Hazardous Environmental Conditions at Site" CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10.2025 00 73 01 SUPPLEMENTARY CONDITIONS Page 4 of 8 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. (1) City (2) Consultant: Kimley-Horn and Associates, Inc. (3) Other: None 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 less 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 $100, 000 each accident/occurrence $100, 000 Disease - each employee $500,000 Disease -policy limit SC-5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2, 000, 000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 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. $1, 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 / $500, 000 Bodily Injury per accident / $100, 000 Property Damage SC-5.04D., "Contractor's Insurance" CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10.2025 00 73 01 SUPPLEMENTARY CONDITIONS Page 5 of 8 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by BNSF The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10.2025 00 73 01 SUPPLEMENTARY CONDITIONS Page 6 of 8 SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) A copy of the table is also available by accessing the City's website at: https://apps.fortworthtexas.gov/ProiectResources/ 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: 1. Street Use Permit 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: None SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of September I Ith, 2024: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None None None SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" DtHing the per-fefmanee of this GefAfaet, the for- itself-, its assignees and seeeesser-s in intefest itcr@il�t2rFczc21�'ccra t9ic5 the Gent faeta f")agfees s c lle �xx-- race, 00 73 01 SUPPLEMENTARY CONDITIONS Page 7 of 8 3. Solicitations for Subeontraetors, Ineluding Procurements of Materials and Equipment; In al seheitations either by eompetitive bidding or negotiation made by the eontT-aeter- for work to be performed u�er- a subcontraet, ineluding proeurements of materials or leases of equipment, eaeh potential stibeontaetor or supplier shall be notified by the Centraetor of the Contractor's obligatio under this eontraet and the Regulations relative to nondiser-i-mination on the gmunds of r-aee, eoler, e national . SC-7.02., "Coordinations' 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 TxDOT Grade separated Railroad TxDOT crossing Trails of Fossil Creek — (West Residential development TBD of Fossil Springs Dr CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10.2025 00 73 01 SUPPLEMENTARY CONDITIONS Page 8 of 8 SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Alejandra Ayala, or his/her successor pursuant to written notification from the Director of Transportation & Public Works. SC-13.03C., "Tests and Inspections" None SC-16.01C.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. 10/06/23 Michael Owen SC-6.07, Allow affidavit regarding paying prevailing wages to be submitted on completion of job, as opposed to with each progress report 3/08/24 Michael Owen Removed revisions related to affidavit, as those changes have been made in General Conditions CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 10. 2025 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-I SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 011100-2 SUMMARY OF WORK Page 2 of 3 I b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 01 11 00-3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 012500-I SUBSTITUTION PROCEDURES Pagel of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM 11 Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 2 3 4 PART1- GENERAL 5 1.1 SUMMARY SECTION 0129 75 MATERIALS ON HAND 012975-I MATERIALS ON HAND Page 1 of 3 6 A.This section should be used if payment is requested based on materials and equipment not 7 incorporated in the Work but delivered and suitably stored at the Site or at another 8 location agreed to in writing (Materials On Hand). 9 B.Payment for Materials On Hand (MOH) may be made for non-perishable materials that 10 are considered long lead-time items and have been approved for MOH payment. 11 1.2 SECTION INCLUDES: 12 A.Materials approved for MOH payment are as follows: 13 1. Water & Sewer Pipe greater than or equal to 24" diameter 14 2. Water Valves greater than or equal to 36" diameter 15 3. Reinforced Concrete Pipe greater than or equal to 84" diameter 16 4. Reinforced Concrete Box greater than or equal to 8' x 6' 17 5. Traffic Signal Poles, Masts, and Cabinets 18 6. Street Light Poles 19 20 B.Requirements for MOH 21 1. Materials must be stored on -site for a minimum of two (2) progress payment cycles 22 to qualify for MOH reimbursement. If materials are expected to be stored for a 23 shorter duration, MOH will not be paid. 24 2. For materials on Hand to be paid for, required submittal must been submitted and 25 approved. No MOH will be paid when MOH submittal have not been approved. 26 3. MOH must be stored in accordance with approved submittal requirements. 27 4. The contractor must maintain the proper insurance and retain the duty to protect the 28 materials per the included material specification or equipment per the 29 manufacturer's specifications. 30 C.The City may permit material storage at a third -party facility, provided the facility is 31 bonded and insured. Any off -site storage location must receive prior written approval 32 from the City Project Manager. A copy of the written approval must be included with the 33 corresponding pay application. 34 D.Deviations from this City of Fort Worth Standard Specification 35 1. None. 36 E. Related Specification Sections include, but are not necessarily limited to: 37 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 38 Contract CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103273 Revised September 19, 2025 012975-2 MATERIALS ON HAND Page 2 of 3 1 2. Division 1 — General Requirements 2 1.3 PRICE AND PAYMENT PROCEDURES 3 A.Measurement and Payment 4 1. Measurement and Payment 5 a. The material furnished in accordance with the specific item for which MOH is 6 allowed shall be measured and paid by the Lump Sum. 7 2. The price shall include: 8 a. Invoiced Cost of material ONLY 9 1.4 REFERENCES [NOT USED] 10 1.5 ADMINISTRATIVE REQUIREMENTS 11 A.A Change Order will be necessary. It will deduct the Bill of Sale quantity from the 12 original Furnish and Install quantity and add two separate line items —one for Furnish 13 and one for Install —each with its corresponding pricing. 14 1.6 SUBMITTALS 15 A.Contractor shall submit a Bill of Sale for the materials on hand properly identifying the 16 Project which shall be attached to the pay application and applicable materials to be 17 circled or highlighted, properly added up and totaled in documentation. 18 B.Submittals shall be in accordance with Section 01 33 00. 19 C.All submittals shall be approved by the Engineer or the City prior to dc1ivcry and/or 20 fabrication for specials. 21 1.7 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 22 A.Written agreement for offsite storage location 23 1.8 CLOSEOUT SUBMITTALS [NOT USED] 24 A.Maintenance Contracts 25 B.Operation and Maintenance Data 26 C. Warranty Documentation 27 D.Record Documentation 28 1.9 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.10 QUALITY ASSURANCE 30 A.The City shall confirm that the material or equipment conforms to specifications and is 31 properly marked and secured. 32 B. City's decision on what quantity of received material is to be paid is final. 33 1.11 DELIVERY, STORAGE, AND HANDLING 34 A.Title to the materials on hand passes automatically to the City of Fort Worth upon 35 delivery. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 012975-3 MATERIALS ON HAND Page 3 of 3 1 B.The risk of loss for the material or equipment does not pass to the City until the 2 associated Work is accepted. 3 1.12 DELIVERY AND ACCEPTANCE REQUIREMENTS 4 A. Storage and Handling Requirements 5 B.Packaging Waste Management 6 1.13 FIELD [SITE] CONDITIONS [NOT USED] 7 A.Ambient Conditions 8 B.Existing Conditions 9 1.14 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 13 14 IDMIXI)WIX409113 1 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 013119-I PRECONSTRUCTION MEETING Page I of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the 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 WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 1, 2025 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 39 40 41 42 43 44 01 31 19 -2 PRECONSTRUCTION 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 0132 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 1. Insurance Renewals In. 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. Final Acceptance hh. Final Payment ii. Questions or Comments CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 1, 2025 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9/l/2025 M Owen Deleted Section 1.4 B.5..hh, due to new Small Business Ordinance CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 1, 2025 013120-1 PROJECT MEETINGS Page I of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations 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 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre -Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of meeting to be determined by the City. 3. Attendees a. Contractor CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 in. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 - EXECUTION [NOT USED] 21 22 23 END OF SECTION Revision Log I DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 013216-I CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting 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 lift 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 (Contractor) 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 013216-2 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 1. 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 parry 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 4. 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 4 in alignment with the WBS 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 7 the project. 8 C. Schedule Types 9 Project 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 monthly 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 22 is significantly behind schedule, the City's Project Manager may authorize an 23 update to the baseline schedule to facilitate a more practical evaluation of progress. 24 An example of a Baseline Schedule is provided in Specification 0132 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 0132 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 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 39 40 41 42 43 44 45 46 47 01 32 16-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1. Schedule Framework The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name _Baseline Example: 101376 North Montgomery Street HMAC Baseline • Progress Schedule File Name Format: City Project Number _Project Name _YYYY-MM Example: 101376 North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number _Project Name _PN_YYYY-MM Example: 101376 North Montgomery Street HMAC_PN 2018_01 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 I 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, Juneteenth, Independence, Labor, Thanksgiving, day after 4 Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of 5 the schedule development process and provide to the Project Control Specialist as part 6 of the basis for their schedule. Variations between the City's calendar and the 7 Contractor's calendar must be resolved prior to the City's acceptance of their Baseline 8 project 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 (WBS). 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 VMS structure and respective 20 project type template for "Construction" as shown in Section 1.4.1-1 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 VMS 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 in 27 Section 1.4.I 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 48 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 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 39 40 41 42 43 44 45 46 47 48 01 32 16-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXX XX.30.60.10 Permits - Identification XXXXYX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX. 80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 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 32 16-7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice to Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 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 39 1.4 SUBMITTALS 40 A. Schedule Submittal & Review 41 The City's Project Manager is responsible for reviews and acceptance of the 42 Contractor's schedule. The City's Project Control Specialist is responsible for ensuring 43 alignment of the Contractor's baseline and progress schedules with the Master Project 44 Schedule as support to the City's Project Manager. The City reviews and accepts or 45 rejects the schedule within ten workdays of Contractor's submittal. 46 47 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 013216-8 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, .xml, .mpx) 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 .xls 7 or .xlsx format in compliance with the sample layout (See Specification 0132 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 w ill 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 18 schedule to determine alignment with the City's Master Project Schedule, including 19 format & WBS structure. Following the City's review, feedback is provided to the 20 Contractor for their use in finalizing their initial schedule and issuing (within five 21 workdays) their Baseline Schedule for final review and acceptance by the City. 22 23 3. Progress Schedule 24 The Contractor w ill update and issue their project schedule (Progress Schedule) by 25 the last day of each month throughout the life of their work on the project. The 26 Progress Schedule is submitted in electronic form as noted above, in the City's 27 document 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 workdays, 34 following the submittal process noted above. The City's Project Manager and 35 Project Control Specialist review the Contractor's progress schedule for acceptance 36 and to monitor 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 50 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 013216-9 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 0132 16.3 Construction Project Schedule Progress Narrative. The 6 content of the Construction Project Schedule Progress Narrative should be concise and 7 complete 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 16 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USEDI 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 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 0132 16.1 Construction Project Schedule Baseline Example 31 Spec 0132 16.2 Construction Project Schedule Progress Example 32 Spec 0132 16.3 Construction Project Schedule Progress Narrative 33 34 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 0132 16 -10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 EXECUTION [NOT USED] 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3.G. "Schedule Calendar" CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised August 13, 2021 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-I PRECONSTRUCTION VIDEO Page I of 2 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 013300-I SUBMITTALS Page I of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 45 46 013300-2 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 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 1/2 inches x 1 Iinches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 8 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of- 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 5. Identification of the product, with the Specification Section number, page and 8 paragraph(s) 9 6. Field dimensions, clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes, but is not necessarily limited to: 17 a. Custom -prepared data such as fabrication and erection/installation (working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 f. Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittal data may include, but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing -in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 013300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational -range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare -parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on -site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work, materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 J. Submittal Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Buzzsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 45 46 47 48 013300-5 SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 45 46 47 48 49 013300-6 SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Reuubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include, but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information (RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information (RFI) form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 013513-I SPECIAL PROJECT PROCEDURES Page I of 8 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. 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 1. 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 1) The work performed and materials furnished in accordance with this Item 30 will be paid for at the lump sum price bid for Railroad Coordination. 31 c. The price bid shall include: 32 1) 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 WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 14 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 https://www.tceg.texas.gov/assets/public/permitting/air/factsheets/permit-factsheet.pdf 17 D. TCEQ Air Permit 18 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 19 E. Use of Explosives, Drop Weight, Etc. 20 1. When Contract Documents permit on the project the following will apply: 21 a. Public Notification 22 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 23 prior to commencing. 24 2) Minimum 24 hour public notification in accordance with Section 01 31 13 25 F. Water Department Coordination 26 1. During the construction of this project, it will be necessary to deactivate, for a 27 period of time, existing lines. The Contractor shall be required to coordinate with 28 the Water Department to determine the best times for deactivating and activating 29 those lines. 30 2. Coordinate any event that will require connecting to or the operation of an existing 31 City water line system with the City's representative. 32 a. Coordination shall be in accordance with Section 33 12 25. 33 b. If needed, obtain a hydrant water meter from the Water Department for use 34 during the life of named project. 35 c. In the event that a water valve on an existing live system be turned off and on 36 to accommodate the construction of the project is required, coordinate this 37 activity through the appropriate City representative. 38 1) Do not operate water line valves of existing water system. 39 a) Failure to comply will render the Contractor in violation of Texas Penal 40 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 41 will be prosecuted to the full extent of the law. 42 b) In addition, the Contractor will assume all liabilities and 43 responsibilities as a result of these actions. 44 G. Public Notification Prior to Beginning Construction CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 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 10 b) City Project No (CPN) 11 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 f) 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 Army Corps of Engineers (USACE) CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 01 35 13 -5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. J. Coordination within Railroad Permit Areas 1. At locations in the project where construction activities occur in areas where railroad permits are required, meet all requirements set forth in each designated railroad permit. This includes, but is not limited to, provisions for: a. Flagmen b. Inspectors c. Safety training d. Additional insurance e. Insurance certificates f. Other employees required to protect the right-of-way and property of the Railroad Company from damage arising out of and/or from the construction of the project. Proper utility clearance procedures shall be used in accordance with the permit guidelines. 2. Obtain any supplemental information needed to comply with the railroad's requirements. 3. Railroad Flagmen a. Submit receipts to City for verification of working days that railroad flagmen were present on Site. K. Dust Control 1. Use acceptable measures to control dust at the Site. a. If water is used to control dust, capture and properly dispose of waste water. b. If wet saw cutting is performed, capture and properly dispose of slurry. L. Employee Parking 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1 A.B — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit Remove references to Air Pollution watch Days and NCTCOG Clean construction 3/11/2022 M Owen Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 01 35 13 -7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 1 I.2022 2 3 4 EXHIBIT B FORT WORTH Date: 01 35 13 -8 SPECIAL PROJECT PROCEDURES Page 8 of 8 DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11, 2022 CONTRACTOR Bonds Ranch Road from Wagley Robertson to Hawks Landing CPN 103278 014523-1 TESTING AND INSPECTION SERVICES Page I of 2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to the City's document management system, or another external 38 FTP site approved by the City. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 9, 2020 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 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 25 26 27 28 29 30 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. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 9, 2020 015000-1 TEMPORARY FACILITIES AND CONTROLS Pagel of 4 1 SECTION 01 50 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 18 3. Specification 33 04 30 — Temporary Water Facilities 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Temporary Utilities 26 1. Obtaining Temporary Service 27 a. Make arrangements with utility service companies for temporary services. 28 b. Abide by rules and regulations of utility service companies or authorities 29 having jurisdiction. 30 c. Be responsible for utility service costs until Work is approved for Final 31 Acceptance. 32 1) Included are fuel, power, light, heat and other utility services necessary for 33 execution, completion, testing and initial operation of Work. 34 2. Water 35 a. Contractor to provide water required for and in connection with Work to be 36 performed and for specified tests of piping, equipment, devices or other use as 37 required for the completion of the Work. 38 b. Provide and maintain adequate supply of potable water for domestic 39 consumption by Contractor personnel and City's Project Representatives. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 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 39 40 41 42 43 44 45 46 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 c. If required, provide temporary water service needed to maintain customer service to the public during project, in accordance with Section 33 04 30 — Temporary Water Services. d. Coordination 1) Contact City 1 week before water for construction is desired e. 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. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD [OR] 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 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 15 16 101,21 ZI] OM 31461 CoWI Revision Log DATE NAME SUMMARY OF CHANGE 9/19/25 M Owen 1.1.C. —Referenced 33 04 30 Temporary Water Facilities 1.4.A.2. — Provided clarification re: temporary water service for the public CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised September 19, 2025 015526-I STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- 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 Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. 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 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 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 a 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 1) Allow a minimum of 5 working days for permit review. 11 2) Contractor's responsibility to coordinate review of Traffic Control plans for 12 Street Use Permit, such that construction is not delayed. 13 C. Modification to Approved Traffic Control 14 1. Prior to installation traffic control: 15 a. Submit revised traffic control plans to City Department Transportation and 16 Public Works Department. 17 1) 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 1. 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 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 01 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 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 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 11 1? END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1 A.A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4.A. Lc Added language to allow for use of published traffic control "Typicals" if 3/22/21021 M. Owen applicable to specific project/site. 1.4.F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 015713-1 STORM WATER POLLUTION PREVENTION Page I of 3 1 SECTION 015713 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 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 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 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 39 01 57 13 - 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 3125 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TX-R150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TX-R150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 0133 00. 4 1.6 ACTION SUBMITTALS/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 14 15 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 015813-I TEMPORARY PROJECT SIGNAGE Page I of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 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 [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS ]NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 I B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 REINSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 0158 13 -3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 60 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] f[!fPr,'\ 171 foci 1117-I 1 LVA Do a &GItl I n 14a 10i►Y If.� 15 A. A list of City approved products for use is available through the City's website at: 16 htWs://Ups.fortworthtexas. og v/ProiectResources/ and following the directory path: 17 1. 02-Construction Documents/Standard Products List 18 B. Only products specifically included on City's Standard Product List in these Contract 19 Documents shall be allowed for use on the Project. 20 1. Any subsequently approved products will only be allowed for use upon specific 21 approval by the City. 22 C. Any specific product requirements in the Contract Documents supersede similar 23 products included on the City's Standard Product List. 24 1. The City reserves the right to not allow products to be used for certain projects even 25 though the product is listed on the City's Standard Product List. 26 D. Although a specific product is included on City's Standard Product List, not all 27 products from that manufacturer are approved for use, including but not limited to, that 28 manufacturer's standard product. 29 E. See Section 0133 00 for submittal requirements of Product Data included on City's 30 Standard Product List. 31 1.5 SUBMITTALS [NOT USED] 32 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 9, 2020 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 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. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City website. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 9, 2020 016600-I PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 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 Contract 15 2. Division 1 — General Requirements 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 [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 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 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Page I of 5 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 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 39 40 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised November 22, 2016 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 5 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item will be measured by the lump sum or each as the work 31 progresses. Mobilization is calculated on the base bid only and will not be 32 paid for separately on any additive alternate items added to the Contract. 33 2) Demobilization shall be considered subsidiary to the various bid items. 34 b. Payment 35 1) For this Item, the adjusted Contract amount will be calculated as the total 36 Contract amount less the lump sum for mobilization. Mobilization shall be 37 made in partial payments as follows: 38 a) When 1 % of the adjusted Contract amount for construction Items is 39 earned, 50% of the mobilization lump sum bid of the total Contract amount 40 will be paid. 41 b) When 5% of the adjusted Contract amount for construction Items is 42 earned, 75% of the mobilization lump sum bid of the total Contract amount, 43 will be paid. Previous payments under the Item will be deducted from this 44 amount. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised November 22, 2016 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 39 40 41 42 43 44 45 46 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 5 c) When 10% of the adjusted Contract amount for construction Items is earned, 100% of the mobilization lump sum bid of the total Contract amount will be paid. Previous payments under the Item will be deducted from this amount. d) A bid containing a total for "Mobilization" in excess of 5 % of total contract shall be considered unbalanced and a cause for consideration of rejection. e) The Lump Sum bid for "Mobilization — Paving & Drainage" shall NOT include any cost or sum for mobilization items associated with water & sewer items. Those costs shall be included in the various water & sewer bid Items. Otherwise the bid Items shall be considered unbalanced and a cause for consideration of rejection. f) The Lump Sum bid for "Mobilization — Water & Sewer" shall NOT include any cost or sum for mobilization items associated with paving & drainage items. Those costs shall be included in the "Mobilization — Paving & Drainage" Lump Sum bid Item. Otherwise the bid Items shall be considered unbalanced and a cause for consideration of rejection. 2) The work performed and materials furnished for demobilization in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement' will be paid for at the unit price per each "Specified Remobilization in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised November 22, 2016 017000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 5 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 per each "Work Order Mobilization" in accordance with Contract 4 Documents. Demobilization shall be considered subsidiary to mobilization 5 and shall not be paid for separately. 6 c. The price shall include: 7 1) Mobilization as described in Section 1.1.A.3.a.1) 8 2) Demobilization as described in Section 1.1.A.3.a.2) 9 d. No payments will be made for standby, idle time, or lost profits associated this 10 Item. 11 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 12 a. Measurement 13 1) Measurement for this Item shall be for each Mobilization and 14 Demobilization required by the Contract Documents 15 b. Payment 16 1) The Work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price per each "Work Order Emergency Mobilization" in accordance with 19 Contract Documents. Demobilization shall be considered subsidiary to 20 mobilization and shall not be paid for separately. 21 c. The price shall include 22 1) Mobilization as described in Section 1.1.A.4.a) 23 2) Demobilization as described in Section 1.1.A.3.a.2) 24 d. No payments will be made for standby, idle time, or lost profits associated this 25 Item. 26 1.3 REFERENCES [NOT USED] 27 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 28 1.5 SUBMITTALS [NOT USED] 29 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] 36 PART 2 - PRODUCTS [NOT USED] 37 PART 3 - EXECUTION [NOT USED] 38 END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised November 22, 2016 017000-5 MOBILIZATION AND REMOBILIZATION Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for "Construction Staking". 20 2) Payment for "Construction Staking" shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include, but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of "cut sheets" using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As -Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for "As -Built Survey". CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for "Construction Staking" shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include, but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as -built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey - The survey measurements made prior to or while 13 construction is in progress to control elevation, horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As -built Survey —The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking — The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey "Field Checks" — Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 27 website) — 01 71 23.16.01— Attachment A Survey Staking Standards 28 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 32 Surveying in the State of Texas, Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 0171 23 -3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 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 39 40 41 42 43 44 45 46 47 48 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: 1) 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) Stotinwater — Not Applicable CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants 11 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater — Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 location of facilities, easements and improvements, as built. 39 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions 5 PART 3 EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 11 based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.Ift tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD [oR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or P party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staling and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised February 14, 2018 FORT WORTH Section 01 71 23.01 - Attachment A Survey Staking Standards February 2017 Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER GREEN IRRIGATION AND RECLAIMED WATER PURPLE" III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tall Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for 'Zoning Maps'. Under 'Layers', expand'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment A minimum of a 10 arc -second instrument is required. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking for concrete, sanitary sewer, storm drain, final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is allowed- D. Control Points Set All control points set shall be accompanied by a lath with the appropriate Northing, Easting, and Elevation (if applicable) of the point set. Control points can be set rebar, 'X' in concrete, or any other appropriate item with a stable base and of a semi -permanent nature. A rebar cap is optional, but preferred if the cap is marked 'control point' or similar wording. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance. — If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base point=North: 0, East=O C. Geoid model used, Example: GEOID12A Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Prolected Coordinate System: NAD_1983_StatePlane_Texas_North_Central_FIPS_4202_Feet Projection: Lambert_ Conformal_ Conic Fa Ise_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude —Of —Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format .txt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Page 5 of 22 Example Control Stakes w _ TY w v m J CD W � m 0 J W � W 1016 EL. = 100, 00' w LL i� w < W J [ d J J C� � w m (7 0 W 0 C_) CP #1 N=5000.00 E=5 Page 6 of 22 V. Water Staking Standards A. Centerline Staking —Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/L) for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10" and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking - Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Same grading guidelines as above III. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5' away from the edge of a driveway IV. Grade is to top of box and should be +0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main III. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Page 7 of 22 Example WaterStakes 3 O/§ � W/ 3 0 y WIL 2 < 0 . 4 (L Y �LLJ : \ \ 3§ \ . /\ \ � E /( � , [ \ k \ )§ e Ld o § (L w \ / a e :+ « ® \_ = g Ld § ( j / J \§ Ld \ \_\ o { B /E G ) ^ a/L)^w +«< /: S \k \� Q �)\ y ) /k@u 2 VEM .,&e° ^$/$& R/\) m ) - _ $ °w3 ) 27C _ _ Page 8a22 VI. Sanitary Sewer Staking A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking —Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval ll. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans Page 9 of 22 Example Sanitary Sewer Stakes r � stW i� } C:�j _ r LL� m a < Q 7' /S i SS f k w w .� yz I J 9 m I d �IyII �V7 y x 4 y % J:3 Zsra.-a+�1� . �.� c_3���� c-a��� � o a � � � = 8 � � �� l t Ld Ld W_N f L W m m �lZ �_ y 9 7' 0/3 CL SS +°£ 1 < g� W - Zocl o I k w OZ a U7 tiII O � 4 o W d w IL L�1 [� Li 0 F. O Li IL 2 W O W .� rr v'] {y �W� �iW ti W 4A w w a W + 61 FF� p-=! �d rL� LL LL 2i15 Vl'f+f �.iSiE ¢ FEL F FFmlz o v~i a z go LLJoo a3ySr w° Im F F a Y W LL = F- Ul 4 m�J �t -f = m Z h F �! 12' O S S5 sra-o-+oo c-Sal r,-sIL c-021 YZ_;" tljW �m I W x <= L O y7 C9 L {J7 0 +� IW+I U - w 6ri LL F LL It: � S 4 pp r a a ti m mo Page 10 of 22 VII. Storm Sewer & Inlet Staking A. Centerline Staking — Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet = 16.00' total length III. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans Page 11 of 22 Example Storm Inlet Stakes FRONT {SIDE FACING ) BACK C30E FAahr- R.ELW.) POINT $t rrI HL9 ELE%'AnM f I. HUB %NTH TACK BACK OF CJJRI3 FLOhLINE — — EDGE OF PAVEMENT �I i m m 0 m m 1 z IDENTIFIES WIM END OF THE WING BEING STAYED II INLET STATION + [IF NOTED ON PLA TR IDENTIFIES GRADE TO TOP OF CURB _I 0 G IDENTIFIES CRAPE TO FLOWLINE c7 I IN LIEU OF F' -111, F'r4,11-L ' LA IH N S] BACK {SUE FA13NG R.QW_) RANT 0 14� HU9 ELEVATUN 1LtII o I. FRONT (SIDE FACING n r IDENTIFIES Y,YiIOH END OF THE 'IdNG p BEING STAKED 1 TJC a FL c7 I -P DISTANCES FOR INLETS STANDARD 10' - 16' RECESSED W - 20' STANDARD DOUBLE 10' — 2&6Y _ — — — — — RECESSED DOUBLE 10'-:.6-6Y — — — — — — — -- — I � 9kC3f OF INLET F-I Iw Cti D bI FACE OF INLET EDGE OF PAVEMENT _; FACE OF INLET EDGE OF PAVEMENT BACK OF CURS FLOWLINE — EDGE OF PAVEMENT Page 12 of 22 VIII. Curb and Gutter Staking A. Centerline Staking — Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking —Curves III. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted Example Curb & Gutter Stakes FRONT (SIDE FACING q) 0 FRONT IDENnRES END F p f} N T {SIDE FACINC Zj POINT OF } y1GE7Ji e/c T JFRONT 8 ffj (SIDE FACING IDENTIFIES START p PONT 6F CURVATUREPC ., {ODE FACING ,. o n �U'- � PT + BACKN o T ��/p IDENnFIEB OFFSET 18 TO (SIDE FACING R.O.W.) BkY OF CURB OR F{C FOR FACE OF CURS 0a + z POINT + P.� B III I IC NT1FIES GRADE IS 1 III I T/C Tb TOP OF CLIRB iT- -� II ND GRALIE ON _ I I HUB ELEVATION + RADIUS POINTS —�-- 1 Ik'J I Irl E Q" "Milk F "iI.IT p 1t�1I i r � r TCIP OF CURB BACK OF CURB I Apx r xr xIJIti FACE OF CURB L FLO VYLI N E EDGE OF PAVEMENT Page 13 of 22 Example Curb & Gutter StakesatIntersection � � r®a e M. /@ \ m= 50 F+OU 0 � � ± � y01 P Z /§ W )e ../ \ !j «».w�\ § ao « e 2 %&2® \ »I = m »n « le_ \ *® +® & g y�ul C� § _ j\ _ ) . R§ &3 \ a x� \( \� '0 � Page 14 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Date: Staking Method: ❑ GPS LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS Standard City Cut Sheet ❑ TOTAL STATION City Project Number: Project Name: ❑ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET -LT/+RT DESCRIPTION PROP. GRADE STAKED ELEV. -CUT + FILL Page 15 of 22 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted. See section IV. As -built survey should include the following (additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults (All sizes) Fire lines Fire hydrants Gate valves (rim and top of nut) Plugs, stub -outs, dead-end lines Air Release valves (Manhole rim and vent pipe) Blow off valves (Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe (each end) Inverts of pipes Turbo Meters Page 16 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. Page 17 of 22 0 CdW - OWL M.CL4rrm RID STA QdtM - 12'WL (FLOW DR) STA FLAQ .STADW40 pot 'E IN BMW iaaw W eyt & REQueFR �X (XWNEL7 TQ F_XISi.eW'ATM tNSTA1L, F4 SgLQ Sl£7=YE TEE grW; IiO�Z. SEW I-YL X 9' REDUCER STA O'PFaOY- 72'SYL MGSTALL - f t-fe' AV (i dl.6W7X16637 F4 GATE V"4E n°i699035,5" � STALlWW5 - rN'L N69NQNl5i25 ASTALLa E 229 1 E-226'.WJ 9f E-225Gif -WO )L JF X 6 ANOW 'or WE VALYf� wr 76 h FW !fI RLF s7fi"ORANT LEAQ �`!,� sre ff- na $ vfN,.ed d r �` }OWE VALVE � �y�u. A'6�tl7E73f1Q289 rock," i �2 �' ad N„F tw"m i '1• "A'"C(7f W�Hh.. N A ei #ISSQ 3t7&OU E �cx s EOV. 72-1M " 2 ;may 5y�na,. Jw MdlwWe ALFWNn'M ladzn A"dmt dM ate.• Neese+ s5'wk�vey r'DWE EXIST. 01FATER •t4 ��� aM raft »2 OWN QtV. 73Q.42 �p�^ 12- WATER �6I POSED a SAN � k'y �§ a SAfYA6E EX/sT GAr vALVE " SEE SHEET �/ SrA &MM - Z 1ASTAIL LOT A I.045VEMBEND �r1 a..rz IIW.Fv1'Ivrh N6WO77.4694 �i taller e� �� 1:"i�63753lT72 ,a.nF.1wA. SFA Q$i758 - 1216" / STA 6-00Q0 - iP WL 7FLLA'Q Q.RI NSTAt7: STA owm - 0 W V7MaTALL MSTALU I- der M1 SWD SVXVE f !2' AVERT. AEettt h to 43'VIM BEND 577F OF IP'WATER PIPE fi-EM2521553 CXYfNELT To EXIST. I2'WATFR E-5aa��re:9fl13 E•225�..3[k89717 ft d r795 4 E w®36 Page 18 of 22 3- X-3 1-1 }o' j -5-� 1�1 S. Page 19 of 22 ONNy EirN' � p sLK 29 LOT aLOT I Q :Ui6 CYgtm Fn p.FURWrRd 5 n� �V� Ft..Fa, n j . XM'.•RdNriM3 � W I 45ANfTAfa'' SEWE9 SFAF`!CE W/ CL ANOW �+ • +�� LAYTON RD. W. ��m k w - pr a-wu Re Q- ex. Fz wore !2'WATER . a an En UNE A L-3654 —a�-- o (V) �r REMW'E EOST W J , r 6 r STA hp.® - 4rSS UNE A- LOT 2 % EXIST. STAO.00.L3f7f - S10{ C41:M Rl M:Fat1Yp1A / EXIST. SiAI.70.&OW4 REMOVE ErST_55MH r r rr CURSrAUCT 5 IF OF FSS UNE f COWST.4'O'M1SSMH 1NMX CaW-COLLM & INi INSERT I � W/ AW PAOTECTM CONNECT FROP. rSS lNWI CONNECT PROW. r SS fNE SW) N£9d66f55252 E�.lc"5$lSS4231 CITY MAP NO. 2018-380,20183' MAPSCO PAGE NO.74N, S, T, 7 T T T T - T 2.00 !.00 Page 20 of 22 Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTING ELEV. DESCRIPTION 1 6946257,189 2296079.165 726.09 SSMH RIM 2 6946260,893 2296062.141 725,668 GV RIM 3 6946307,399 2296038.306 726.85 GV RIM , Cc,o -N% , - IlrE S 4 6946220.582 2296011.D25 723.358 SSMH RIM 5 6946195.23 2296015.115 722.123 GV RIM I tj 6 6946190.528 2296022.721 722.325 FH 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM 9 6946001056 2295933.418 713.652 CO RIM ENE Lt ' Z 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710,046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945996.591 2295962.188 709.205 WM RIM ��� V E#-C A L 14 6945934.286 2295841.925 709.467 WM RIM 15 6945936,727 2295830.441 710,084 CO RIM iGG(-b r �j 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817.488 2295827.011 708.392 SSMH RIM 18 6945759.776 2295758.643 711.219 SSMH RIM 19 6945768.563 2295778.424 710,086 GV RIM 20 6945743.318 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM 23 6945621.902 2295669.471 723.76 WM RIM r 24 6945643.407 2295736.03 719.737 CO RIM �n �,A �_�� C L I k'1 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539,498 2295667.803 729.123 WM RIM 'TD 27 6945519.834 2295619.49 732.689 WM RIM CC6-I �L �O 28 6945417.879 2295580.27 740,521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM 30 6945387.356 2295597.101 740.756 GV RIM{ L 5 31 6945370.698 2295606.793 740,976 GV RIM S 5 v'("-F79-t C- 32 6945383.53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319,365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748,454 WM RIM 36 37 6945233.624 6945206.483 2295544.626 2295529.305 749.59 SSMH RIM 751.058 WM RIMS n �- S 38 6945142.015 2295557.666 750.853 WM RIM S �*V, 39 6945113.445 2295520.335 751.871 WM RIM 40 6945049.02 2295527.345 752,257 SSMH RIM �c � r7f_ 41 6945041.024 2295552.675 7SL79 WM RIM G� 42 43 6945038.878 6945006.397 2295552.147 2295518.135 751.88 WM RIM 752.615 WM RIM#{; ` yI 54ty 44 6944944.782 2295520.635 752.801 WM RIME 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534.397 752.986 SSMH RIM l�Y sr�r� rz/�f,t Page 21 of 22 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. ---- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ ------ b b _ .____ _____ -- _ _____ ______ ______ ______ _____ ______ _____ ------ ______ _____ _____ ___,_ ______ _____ E � - _ W W i �T r *v fll ';`Ijlil�. E ------- 7e Ihl� - - I III ITT I IIII Illgi � � � IIII Itltli � s ' I _ �.I ._ E Page 22 of 22 017423-I CLEANING Page I of 4 1 SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 1 2 3 4 5 6 7 It 10 01 74 23 - 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 WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 77 19-1 CLOSEOUT REQUIREMENTS Page I of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 017719 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 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. 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 1. No application for final payment will 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. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. The Right-of-way shall be cleared of all construction materials, barricades, and 25 temporary signage. 26 4. Upon completion of Work associated with the items listed in the City's written 27 notice, inform the City, that the required Work has been completed. Upon receipt 28 of this notice, the City, in the presence of the Contractor, will make a subsequent 29 Final Inspection of the project. 30 5. Provide all special accessories required to place each item of equipment in full 31 operation. These special accessory items include, but are not limited to: 32 a. Specified spare parts 33 b. Adequate oil and grease as required for the first lubrication of the equipment 34 c. Initial fill up of all chemical tanks and fuel tanks 35 d. Light bulbs 36 e. Fuses 37 £ Vault keys 38 g. Handwheels CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 01 77 19-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 h. Other expendable items as required for initial start-up and operation of all 2 equipment 3 D. Notice of Project Completion 4 1. Once the City Project Representative finds the Work subsequent to Final Inspection 5 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 6 E. Supporting Documentation 7 1. Coordinate with the City Project Representative to complete the following 8 additional forms: 9 a. Final Payment Request 10 b. Statement of Contract Time 11 c. Affidavit of Payment and Release of Liens 12 d. Consent of Surety to Final Payment 13 e. Pipe Report (if required) 14 f. Contractor's Evaluation of City 15 g. Performance Evaluation of Contractor 16 F. Letter of Final Acceptance 17 1. Upon review and acceptance of Notice of Project Completion and Supporting 18 Documentation, in accordance with General Conditions, City will issue Letter of 19 Final Acceptance and release the Final Payment Request for payment. 20 3.5 REPAIR / RESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 26 27 28 29 30 31 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 3/22/2021 M. Owen 3AC Added language to clarify and emphasize requirement to "Clearing ROW" CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 017823-I OPERATION AND MAINTENANCE DATA Page I of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 I d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 01 78 23 -3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 —title of section removed CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS 017839-I PROJECT RECORD DOCUMENTS Page I of 4 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 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 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call 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 [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised July 1, 2011 3123 16- 1 UNCLASSIFIED EXCAVATION Pagel of 5 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 PART1- GENERAL C!ilf 1111/10VM314 5 A. Section Includes: 6 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 7 encountered to the lines, grades, and typical sections shown on the Drawings and 8 removal from site. Excavations may include construction of 9 a. Roadways 10 b. Drainage Channels 11 c. Site Excavation 12 d. Excavation for Structures 13 c. Or any other operation involving the excavation of on -site materials 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. Modified 16 a. 1.2.A 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 3123 23 —Borrow 21 4. Section 3124 00 — Embankments 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Excavation by Plan Quantity 25 a. Measurement 26 1) Measurement for this Item shall be by the cubic yard in its final position 27 using the average end area method. Limits of measurement are shown on 28 the Drawings. 29 2) When measured by the cubic yard in its final position, this is a plans 30 quantity measurement Item. The quantity to be paid is the quantity shown 31 in the proposal, unless modified by Article 11.04 of the General 32 Conditions. Additional measurements or calculations will be made if 33 adjustments of quantities are required. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price bid per cubic yard of "Unclassified Excavation by Plan". No 38 additional compensation will be allowed for rock or shrinkage/swell 39 factors, as these are the Contractor's responsibility. 40 c. The price bid shall include: 41 1) Excavation 42 2) Excavation Safety CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312316-2 UNCLASSIFIED EXCAVATION Page 2 of 5 1 3) Drying 2 4) Dust Control 3 5) Reworking or replacing the over excavated material in rock cuts 4 6) Hauling 5 7) Disposal of excess material not used elsewhere onsite 6 8) Scarification 7 9) Clean-up 8 1.3 REFERENCES [NOT USED] 9 A. Definitions 10 1. Unclassified Excavation — Without regard to materials, all excavations shall be 11 considered unclassified and shall include all materials excavated. Any reference to 12 Rock or other materials on the Drawings or in the specifications is solely for the 13 City and the Contractor's information and is not to be taken as a classification of 14 the excavation. 15 1.4 ADMINSTRATIVE REQUIREMENTS 16 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 17 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 23 A. Excavation Safety 24 1. The Contractor shall be solely responsible for making all excavations in a safe 25 manner. 26 2. All excavation and related sheeting and bracing shall comply with the requirements 27 of OSHA excavation safety standards 29 CFR part 1926 and state requirements. 28 1.10 DELIVERY, STORAGE, AND HANDLING 29 A. Storage 30 1. Within Existing Rights -of -Way (ROW) 31 a. Soil may be stored within existing ROW, easements or temporary construction 32 easements, unless specifically disallowed in the Contract Documents. 33 b. Do not block drainage ways, inlets or driveways. 34 c. Provide erosion control in accordance with Section 3125 00. 35 d. When the Work is performed in active traffic areas, store materials only in 36 areas barricaded as provided in the traffic control plans. 37 e. In non -paved areas, do not store material on the root zone of any trees or in 38 landscaped areas. 39 2. Designated Storage Areas CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 31 23 16 - 3 UNCLASSIFIED EXCAVATION Page 3 of 5 1 a. If the Contract Documents do not allow the storage of spoils within the ROW, 2 easement or temporary construction easement, then secure and maintain an 3 adequate storage location. 4 b. Provide an affidavit that rights have been secured to store the materials on 5 private property. 6 c. Provide erosion control in accordance with Section 3125 00. 7 d. Do not block drainage ways. 8 1.11 FIELD CONDITIONS 9 A. Existing Conditions 10 1. Any data which has been or may be provided on subsurface conditions is not 11 intended as a representation or warranty of accuracy or continuity between soils. It 12 is expressly understood that neither the City nor the Engineer will be responsible 13 for interpretations or conclusions drawn there from by the Contractor. 14 2. Data is made available for the convenience of the Contractor. 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 2.1 OWNER -FURNISHED [NOT USED] 18 2.2 PRODUCT TYPES AND MATERIALS 19 A. Materials 20 1. Unacceptable Fill Material 21 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 22 D2487 23 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 CONSTRUCTION 28 A. Accept ownership of unsuitable or excess material and dispose of material off -site 29 accordance with local, state, and federal regulations at locations. 30 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 31 during construction with eh exception of water that is applied for dust control. 32 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 33 properly dispose according to disposal plan. 34 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 35 proposed or existing structures. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312316-4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 2 City. 3 F. Shape slopes to avoid loosening material below or outside the proposed grades. 4 Remove and dispose of slides as directed. 5 G. Rock Cuts 6 1. Excavate to finish grades. 7 2. In the event of over excavation due to contractor error below the lines and grades 8 established in the Drawings, use approved embankment material compacted in 9 accordance with Section 3124 00 to replace the over excavated at no additional 10 cost to City. 11 H. Earth Cuts 12 1. Excavate to finish subgrade 13 2. In the event of over excavation due to contractor error below the lines and grades 14 established in the Drawings, use approved embankment material compacted in 15 accordance with Section 3124 00 to replace the over excavated at no additional 16 cost to City. 17 3. Manipulate and compact subgrade in accordance with Section 3124 00. 18 3.5 REPAIR [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL 21 A. Subgrade Tolerances 22 1. Excavate to within 0.1 foot in all directions. 23 2. In areas of over excavation, Contractor provides fill material approved by the City 24 at no expense to the City. 25 3.8 SYSTEM STARTUP [NOT USED] 26 3.9 ADJUSTING [NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312316-5 UNCLASSIFIED EXCAVATION Page 5 of 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 - Measurement and Payment Section modified; Blue Text added for clarification 1/28/13 D. Johnson 1.2 —Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312323-1 BORROW Page 1 of 5 1 SECTION 3123 23 2 BORROW 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish, place and compact Borrow material for grading. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Modified 9 a. 1.2.A 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1— General Requirements 13 3. Section 3123 16 — Unclassified Excavation 14 4. Section 3124 00 — Embankments 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Borrow by Plan Quantity 18 a. Measurement 19 1) Measurement for this Item shall be by the cubic yard in its final position 20 using the average end area method. Limits of measurement are shown on 21 the Drawings. 22 2) When measured by the cubic yard in its final position, this is a plans 23 quantity measurement Item. The quantity to be paid is the quantity shown 24 in the proposal, unless modified by Article 11.04 of the General 25 Conditions. Additional measurements or calculations will be made if 26 adjustments of quantities are required. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" will be paid for at the unit 30 price bid per cubic yard of "Borrow by Plan" for the various borrow 31 materials. No additional compensation will be allowed for rock or 32 shrinkage/swell factors, as these are the Contractor's responsibility. 33 c. The price bid shall include: 34 1) Transporting or hauling material 35 2) Furnishing, placing, compacting and finishing Borrow 36 3) Construction Water 37 4) Dust Control 38 5) Clean-up 39 6) Proof Rolling 40 7) Disposal of excess or waste material 41 8) Reworking or replacement of undercut material CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312323-2 BORROW Page 2 of 5 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM Standards 7 a. ASTM D2487, Standard Practice for Classification of Soils for Engineering 8 Purposes (Unified Soil Classification System) 9 b. ASTM D4318-10, Standard Test Methods for Liquid Limit, Plastic Limit, and 10 Plasticity Index of Soils 11 c. ASTM D6913, Standard Test Methods for Particle -Size Distribution 12 (Gradation) of Soils Using Sieve Analysis 13 d. ASTM D698, Standard Test Methods for Laboratory Compaction 14 Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS 17 A. Submittals shall be in accordance with Section 0133 00. 18 B. All submittals shall be approved by the City prior to construction. 19 C. Submit laboratory tests reports for each soil borrow source used to supply general 20 borrow and select fill materials. 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 22 A. Shop Drawings 23 1. Stockpiled Borrow material 24 a. Provide a description of the storage of the delivered Borrow material only if the 25 Contract Documents do not allow storage of materials in the right-of-way of the 26 easement. 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Borrow material shall be tested prior to delivery to the Site. 31 1. Provide Proctor Test results, Gradation and Atterberg Limits for Borrow material 32 from each source. 33 a. All testing listed above shall be performed in terms of ASTM D698, ASTM 34 D6913 and ASTM D4318-10 respectively. 35 1.10 DELIVERY, STORAGE, AND HANDLING 36 A. Delivery 37 1. Coordinate all deliveries and haul -off. 38 B. Storage 39 1. Within Existing Rights -of -Way (ROW) CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312323-3 BORROW Page 3 of 5 1 a. Borrow materials may be stored within existing ROW, easements or temporary 2 construction easements, unless specifically disallowed in the Contract 3 Documents. 4 b. Do not block drainage ways, inlets or driveways. 5 c. Provide erosion control in accordance with Section 3125 00. 6 d. Store materials only in areas barricaded as provided in the traffic control plans. 7 e. In non -paved areas, do not store material on the root zone of any trees or in 8 landscaped areas. 9 2. Designated Storage Areas 10 a. If the Contract Documents do not allow the storage of Borrow materials within 11 the ROW, easement or temporary construction easement, then secure and 12 maintain an adequate storage location. 13 b. Provide an affidavit that rights have been secured to store the materials on 14 private property. 15 c. Provide erosion control in accordance with Section 3125 00. 16 d. Do not block drainage ways. 17 e. Only materials used for 1 working day will be allowed to be stored in the work 18 zone. 19 1.11 FIELD CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 2.1 OWNER -FURNISHED [NOT USED] 23 2.2 PRODUCT TYPES AND MATERIALS 24 A. Borrow 25 1. Additional soil beneath pavements, roadways, foundations and other structures 26 required to achieve the elevations shown on the Drawings. 27 2. Acceptable Fill Material 28 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 29 ASTM D2487 30 b. Free from deleterious materials, boulders over 6 inches in size and organics 31 c. Can be placed free from voids 32 d. Must have 20 percent passing the number 200 sieve 33 3. Blended Fill Material 34 a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 35 b. Blended with in -situ or imported Acceptable Fill material to meet the 36 requirements of an Acceptable Fill Material 37 c. Free from deleterious materials, boulders over 6 inches in size and organics 38 d. Must have 20 percent passing the number 200 sieve 39 4. Select Fill 40 a. Classified as SC or CL in accordance with ASTM D2487 41 b. Liquid limit less than 35 42 c. Plasticity index between 8 and 20 43 5. Cement Stabilized Sand (CSS) CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312323-4 BORROW Page 4 of 5 1 a. Sand or silty sand 2 b. Free of clay or plastic material 3 c. Minimum of 4 percent cement content of Type I/11 portland cement 4 d. 100 to 150 psi compressive strength at 2 days in accordance with ASTM 5 D1633, Method A 6 e. 200 to 250 psi compressive strength at 23 days in accordance with ASTM 7 D1633, Method A 8 £ Mix in a stationary pug mill, weigh -batch or continuous mixing plant 9 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 10 2.4 ACCESSORIES [NOT USED] 11 2.5 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. All Borrow placement shall be performed in accordance to Section 3124 00. 18 3.5 REPAIR [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD QUALITY CONTROL 21 A. Field quality control will be performed in accordance to Section 3124 00. 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 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312323-5 BORROW Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 - Measurement and Payment Section modified; Blue Text added for clarification 1/28/13 D. Johnson 1.2 — Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised January 28, 2013 312400-1 EMBANKMENTS Page 1 of 9 1 SECTION 3124 00 2 EMBANKMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Transporting and placement of Acceptable Fill Material within the boundaries of 7 the Site for construction of- 8 a. Roadways 9 b. Embankments 10 c. Drainage Channels 11 d. Site Grading 12 e. Any other operation involving the placement of on -site materials 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. Modified 15 a. 1.2.A 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1— General Requirements 19 3. Section 31 23 16 —Unclassified Excavation 20 4. Section 3123 23 —Borrow 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Embankments by Plan Quantity 24 a. Measurement 25 1) Measurement for this Item shall be by the cubic yard in its final position 26 using the average end area method. Limits of measurement are shown on 27 the Drawings. 28 2) When measured by the cubic yard in its final position, this is a plans 29 quantity measurement Item. The quantity to be paid is the quantity shown 30 in the proposal, unless modified by Article 11.04 of the General 31 Conditions. Additional measurements or calculations will be made if 32 adjustments of quantities are required. 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 bid per cubic yard of "Embankment by Plan". No additional 37 compensation will be allowed for rock or shrinkage/swell factors, as these 38 are the Contractor's responsibility. 39 c. The price bid shall include: 40 1) Transporting or hauling material 41 2) Placing, compacting, and finishing Embankment 42 3) Construction Water CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-2 EMBANKMENTS Page 2 of 9 1 4) Dust Control 2 5) Clean-up 3 6) Proof Rolling 4 7) Disposal of excess materials 5 8) Reworking or replacement of undercut material 6 1.3 REFERENCES 7 A. Reference Standards 8 1. Reference standards cited in this specification refer to the current reference standard 9 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. ASTM Standards 12 a. ASTM D4318-10, Test Procedure for Determining Liquid Limit, Plastic Limit, 13 and Plasticity Index of Soils 14 b. ASTM D4943-08, Standard Test Method for Shrinkage Factors of Soils by the 15 Wax Method 16 c. ASTM D698-07e1, Standard Test Methods for Laboratory Compaction 17 Characteristics of Soil Using Standard Effort 18 d. ASTM D 1557-09, Standard Test Methods for Laboratory Compaction 19 Characteristics of Soil Using Modified Effort 20 e. ASTM D7382-08, Standard Test for Determination of Maximum Dry Unit 21 Weight and Water Content Range for Effective Compaction of Granular Soils 22 Using a Vibrating Hammer 23 f ASTM D1556-07, Standard Test for Density and Unit Weight of Soil In -Place 24 by the Sand Cone Method 25 1.4 ADMINSTRATIVE REQUIREMENTS 26 A. Sequencing 27 1. Sequence work such that calls of proctors are complete in accordance with ASTM 28 D698 prior to commencement of construction activities. 29 1.5 SUBMITTALS 30 A. Submittals shall be in accordance with Section 0133 00. 31 B. All submittals shall be approved by the City prior to construction 32 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 33 A. Shop Drawings 34 1. Stockpiled material 35 a. Provide a description of the storage of the excavated material only if the 36 Contract Documents do not allow storage of materials in the right-of-way or the 37 easement CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-3 EMBANKMENTS Page 3 of 9 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Storage 6 1. Within Existing Rights -of -Way (ROW) 7 a. Soil may be stored within existing ROW, easements or temporary construction 8 easements, unless specifically disallowed in the Contract Documents. 9 b. Do not block drainage ways, inlets or driveways. 10 c. Provide erosion control in accordance with Section 3125 00. 11 d. When the Work is performed in active traffic areas, store materials only in 12 areas barricaded as provided in the traffic control plans. 13 e. In non -paved areas, do not store material on the root zone of any trees or in 14 landscaped areas. 15 2. Designated Storage Areas 16 a. If the Contract Documents do not allow the storage within the ROW, easement 17 or temporary construction easement, then secure and maintain an adequate 18 storage location. 19 b. Provide an affidavit that rights have been secured to store the materials on 20 private property. 21 c. Provide erosion control in accordance with Section 3125 00. 22 d. Do not block drainage ways. 23 1.11 FIELD CONDITIONS 24 A. Existing Conditions 25 1. Any data which has been or may be provided on subsurface conditions is not 26 intended as a representation or warranty of accuracy or continuity between soils. It 27 is expressly understood that neither the City nor the Engineer will be responsible 28 for interpretations or conclusions drawn there from by the Contractor. 29 2. Data is made available for the convenience of the Contractor. 30 1.12 WARRANTY [NOT USED] 31 PART 2 - PRODUCTS 32 2.1 OWNER -FURNISHED [NOT USED] 33 2.2 PRODUCT TYPES AND MATERIALS 34 A. Materials 35 1. Acceptable Fill Material 36 a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with 37 ASTM D2487 38 b. Free from deleterious materials, boulders over 6 inches in size and organics 39 c. Can be placed free from voids 40 d. Must have 20 percent passing the number 200 sieve CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-4 EMBANKMENTS Page 4 of 9 1 2. Blended Fill Material 2 a. In -situ soils classified as GW, GP, GM, SW, SP, or SM in accordance with 3 ASTM D2487 4 b. Blended with in -situ or imported acceptable backfill material to meet the 5 requirements of an Acceptable Backfill Material 6 c. Free from deleterious materials, boulders over 6 inches in size and organics 7 d. Must have 20 percent passing the number 200 sieve 8 3. Unacceptable Fill Material 9 a. In -situ soils classified as ML, MH, PT, OL or OH in accordance with ASTM 10 D2487 11 4. Select Fill 12 a. Classified as SC or CL in accordance with ASTM D2487 13 b. Liquid limit less than 35 14 c. Plasticity index between 8 and 20 15 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 16 2.4 ACCESSORIES [NOT USED] 17 2.5 SOURCE QUALITY CONTROL [NOT USED] sW14X41111Y 130 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION 22 A. Protection of In -Place Conditions 23 1. Pavement 24 a. Conduct activities in such a way that does not damage existing pavement that is 25 designated to remain. 26 b. Repair or replace any pavement damaged due to the negligence of the 27 contractor outside the limits designated for pavement removal at no additional 28 cost 29 2. Trees 30 a. When operating outside of existing ROW, stake permanent and temporary 31 construction easements. 32 b. Restrict all construction activities to the designated easements and ROW. 33 c. Flag and protect all trees designated to remain in accordance with Section 31 10 34 00. 35 d. Conduct embankments in a manner such that there is no damage to the tree 36 canopy. 37 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 38 specifically allowed by the City. 39 1) Pruning or trimming may only be accomplished with equipment 40 specifically designed for tree pruning or trimming. 41 3. Above ground Structures 42 a. Protect all above ground structures adjacent to the construction. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-5 EMBANKMENTS Page 5 of 9 1 4. Traffic 2 a. Maintain existing traffic, except as modified by the traffic control plan, and in 3 accordance with Section 34 71 13. 4 b. Do not block access to driveways or alleys for extended periods of time unless: 5 1) Alternative access has been provided 6 2) Proper notification has been provided to the property owner or resident 7 3) It is specifically allowed in the traffic control plan 8 3.4 INSTALLATION 9 A. Embankments General 10 1. Placing and Compacting Embankment Material 11 a. Perform fill operation in an orderly and systematic manner using equipment in 12 proper sequence to meet the compaction requirements 13 b. Scarify and loosen the unpaved surface areas, except rock, to a depth of at least 14 6 inches, unless otherwise shown on the Drawings 15 c. Place fill on surfaces free from trees, stumps, roots, vegetation, or other 16 deleterious materials 17 d. Bench slopes before placing material. 18 e. Begin filling in the lowest section or the toe of the work area 19 £ When fill is placed directly or upon older fill, remove debris and any loose 20 material and proof roll existing surface. 21 g. After spreading the loose lifts to the required thickness and adjusting its 22 moisture content as necessary, simultaneously recompact scarified material 23 with the placed embankment material. 24 h. Roll with sufficient number passes to achieve the minimum required 25 compaction. 26 i. Provide water sprinkled as necessary to achieve required moisture levels for 27 specified compaction 28 j. Do not add additional lifts until the entire previous lift is properly compacted. 29 2. Surface Water Control 30 a. Grade surface horizontally but provide with sufficient longitudinal and 31 transverse slope to allow for runoff of surface water from every point. 32 b. Conduct fills so that no obstruction to drainage from any other sections of fill is 33 created. 34 c. Install temporary dewatering sumps in low areas during filling where excess 35 amounts of runoff collect. 36 d. Compact uniformly throughout. Keep surfaces of fill reasonably smooth and 37 free from humps and hollows that would prevent proper uniform compaction. 38 e. Do not place fill during or shortly after rain events which prevent proper work 39 placement of the material and compaction 40 f. Prior to resuming compaction operations, remove muddy material off the 41 surface to expose firm and compacted materials 42 B. Embankments for Roads 43 1. Only Acceptable Fill Material will be allowed for roadways 44 2. Embankments for roadbeds shall be constructed in layers approximately parallel to 45 the finished grade of the street 46 3. Construct generally to conform to the cross section of the subgrade section as 47 shown in the Drawings. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-6 EMBANKMENTS Page 6 of 9 1 4. Establish grade and shape to the typical sections shown on the Drawings 2 5. Maintain finished sections of embankment to the grade and compaction 3 requirements until the project is accepted. 4 C. Earth Embankments 5 1. Earth embankment is mainly composed of material other than rock. Construct 6 embankments in successive layers, evenly distributing materials in lengths suited 7 for sprinkling and rolling. 8 2. Rock or Concrete 9 a. Obtain approval from the City prior to incorporating rock and broken concrete 10 produced by the construction project in the lower layers of the embankment. 11 b. No Rock or Concrete will be permitted in embankments in any location where 12 future utilities are anticipated. 13 c. When the size of approved rock or broken concrete exceeds the layer thickness 14 place the rock and concrete outside the limits of the proposed structure or 15 pavement. Cut and remove all exposed reinforcing steel from the broken 16 concrete. 17 3. Move the material dumped in piles or windrows by blading or by similar methods 18 and incorporate it into uniform layers. 19 4. Featheredge or mix abutting layers of dissimilar material for at least 100 feet to 20 ensure there are no abrupt changes in the material. 21 5. Break down clods or lumps of material and mix embankment until a uniform 22 material is attained. 23 D. Rock Embankments 24 1. Rock embankment is mainly composed of rock. 25 2. Rock Embankments for roadways are only allowed when specifically designated on 26 the Drawings. 27 3. Construct rock embankments in successive layers for the full width of the roadway 28 cross-section with a depth of 18-inches or less. 29 4. The layer depth for large rock sizes shall not exceed a depth of 18-inches in any 30 case. Fill voids created by the large stone matrix with smaller stones during the 31 placement and filling operations. 32 5. Ensure the depth of the embankment layer is greater than the maximum dimension 33 of any rock. 34 6. Do not place rock greater than 18-inches in its maximum dimension. 35 7. Construct the final layer with graded material so that the density and uniformity is 36 in accordance compaction requirements. 37 8. The upper or final layer of rock embankments shall contain no material larger than 38 4 inches in their maximum dimension. 39 E. Density 40 1. Compact each layer until the maximum dry density as determined by ASTM D698 41 is achieved. 42 a. Not Under Roadway or Structure: 43 1) areas to be compacted in the open, not beneath any structure, pavement, 44 flatwork, or is a minimum of 1 foot outside of the edge of any structure, 45 edge of pavement, or back of curb. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-7 EMBANKMENTS Page 7 of 9 1 a) Compact each layer to a minimum of 90 percent Standard Proctor 2 Density. 3 b. Embankments under future paving: 4 1) Compact each layer to a minimum of 95 percent standard proctor density 5 with a moisture content not to exceed +4 percent or -2 percent of optimum 6 moisture or as indicated on the Drawings 7 c. Embankments under structures: 8 1) Compacted each layer as indicated on the Drawings 9 F. Maintenance of Moisture and Reworking 10 1. Maintain the density and moisture content once all requirements are met. 11 2. For soils with a PI greater than 15, maintain the moisture content no lower than 4 12 percentage points below optimum. 13 3. Rework the material to obtain the specified compaction when the material loses the 14 required stability, density, moisture, or finish. 15 4. Alter the compaction methods and procedures on subsequent work to obtain 16 specified density as directed by the City. 17 3.5 REPAIR [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD QUAILITY CONTROL 20 A. Field Tests and Inspections 21 1. Proctors 22 a. The City will perform Proctors in accordance with ASTM D698. 23 b. Test results will generally be available to within 4 calendar days and distributed 24 to: 25 1) Contractor 26 2) City Project Manager 27 3) City Inspector 28 4) Engineer 29 c. Notify the City if the characteristic of the soil changes. 30 d. City will perform new proctors for varying soils: 31 1) When indicated in the geotechnical investigation in the Appendix 32 2) If notified by the Contractor 33 3) At the convenience of the City 34 e. Embankments where different soil types are present and are blended, the 35 proctors shall be based on the mixture of those soils. 36 2. Proof Rolling 37 a. Embankments under Future Pavement 38 1) City Project Representative must be on -site during proof rolling operations. 39 2) Use equipment that will apply sufficient load to identify soft spots that rut 40 or pump. 41 a) Acceptable equipment includes fully loaded single -axle water truck 42 with a 1500 gallon capacity. 43 3) Make at least 2 passes with the proof roller (down and back = 1 pass). 44 4) Offset each trip by at most 1 tire width. 45 5) If an unstable or non -uniform area is found, correct the area. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-8 EMBANKMENTS Page 8 of 9 1 6) Correct 2 a) Soft spots that rut or pump greater than 3/4 inch. 3 b) Areas that are unstable or non -uniform 4 7) If a non -uniform area is found then correct the area. 5 b. Embankments Not Under Future Paving 6 1) No Proof Rolling is required. 7 3. Density Testing of Embankments 8 a. Density Test shall be in conformance with ASTM D2922. 9 b. For Embankments under future pavement: 10 1) The City will perform density testing twice per working day when 11 compaction operations are being conducted. 12 2) The testing lab shall take a minimum of 3 density tests, but the number of 13 test shall be appropriate for the area being compacted. 14 3) Testing shall be representative of the current lift being compacted. 15 4) Special attention should be placed on edge conditions. 16 c. For Embankments not under future pavement or structures: 17 1) The City will perform density testing once working day when compaction 18 operations are being conducted. 19 2) The testing lab shall take a minimum of 3 density tests. 20 3) Testing shall be representative of the current lift being compacted. 21 d. Make the area where the embankment is being placed available for testing. 22 e. The City will determine the location of the test. 23 f The City testing lab will provide results to Contractor and the City's Inspector 24 upon completion of the testing. 25 g. A formal report will be posted to the City's Buzzsaw site within 48 hours. 26 h. Test reports shall include: 27 1) Location of test by station number 28 2) Time and date of test 29 3) Depth of testing 30 4) Field moisture 31 5) Dry density 32 6) Proctor identifier 33 7) Percent Proctor Density 34 B. Non -Conforming Work 35 1. All non -conforming work shall be removed and replaced. 36 3.8 SYSTEM STARTUP [NOT USED] 37 3.9 ADJUSTING [NOT USED] 38 3.10 CLEANING [NOT USED] 39 3.11 CLOSEOUT ACTIVITIES [NOT USED] 40 3.12 PROTECTION [NOT USED] 41 3.13 MAINTENANCE [NOT USED] 42 3.14 ATTACHMENTS [NOT USED] 43 END OF SECTION CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 312400-9 EMBANKMENTS Page 9 of 9 Revision Log DATE NAME SUMMARY OF CHANGE 1.2 — Added possible measurement and payment procedures and Blue 12/20/2012 D. Johnson text for instructions on how the methods should be applied 2.2.2.a added GW and SW material classifications 1/28/13 D. Johnson 1.2 — Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised January 28, 2013 330132-1 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF WATER TRANSMISSION MAINS Page 1 of 3 1 SECTION 33 0132 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION 3 OF WATER TRANSMISSION MAINS 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Requirements and procedures for Closed Circuit Television (CCTV) 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 b. Lump Sum Price - The work performed and the materials furnished in 24 accordance with this Item are included in the total lump sum price. 25 3. The price bid shall include: 26 a. Mobilization 27 b. Digital file 28 1.3 REFERENCES [NOT USED] 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 A. Coordination 31 1. Water Transmission Mains 32 a. Meet with City of Fort Worth Water Department staff to confirm that the 33 appropriate equipment is being used and that it has been properly disinfected 34 prior to installing in a potable water main. 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 0133 00. 37 B. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing CPN 103278 33 01 32 - 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF WATER TRANSMISSION MAINS Page 2 of 3 1 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 or 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 [NOT 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 Bonds Ranch Road from Wagley Robertson to Hawks Landing CPN 103278 330132-3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION OF WATER TRANSMISSION MAINS Page 3 of 3 1 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 defector 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. 11 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 [OR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] I11�1[IZ11 *W, �h[!' 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 WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing CPN 103278 330410-1 JOINT BONDING AND ELECTRICAL ISOLATION Page 1 of 8 1 SECTION 33 0410 2 JOINT BONDING AND ELECTRICAL ISOLATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Joint bonding requirements for electrical continuity of- 7 a. Concrete cylinder pipe 8 ate.=oftar- eeated steel pipe 9 c. Dielectrically coated steel pipe 10 d. Ductile iron pipe, as required on Drawings 11 2. Electrical isolation devices for installation at: 12 a. Connections to existing piping 13 b. Laterals 14 c. Cased crossings 15 d.TanneJs 16 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. Modified 19 a. 1.1.A.1 20 b. I.1.A.2 21 e. 1.2.A.1.3, 22 d. 1.6.A.I.a. 23 e. 2.2.11. 24 f. 3.3.A.5. 25 g. 3.3.11.4., 26 h. 3.3.E.1. 27 i. 3.4.A.3.a.11 28 j. 3.4.B.3.a 29 k. 3.7.11.1 30 C. Related Specification Sections include, but are not necessarily limited to: 31 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 32 Contract 33 2. Division 1 — General Requirements 34 3. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 35 1.2 PRICE AND PAYMENT PROCEDURES 36 A. Measurement and Payment 37 1. When a pay item for Cathodic Protection exists: 38 a. Measurement 39 1) This Item is subsidiary to Cathodic Protection construction. 40 b. Payment CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-2 JOINT BONDING AND ELECTRICAL ISOLATION Page 2 of 8 1 1) The work performed and materials furnished in accordance with this Item 2 are subsidiary to the lump sum price bid for "Cathodic Protection" for each 3 material of utility pipe bid, and no other compensation will be allowed. 4 2. When a pay item for Cathodic Protection does not exist: 5 a. Measurement 6 1) Measurement for this Item is by lump sum. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under "Measurement" will be paid for at the 10 lump sum price bid for "Joint Bonding and Electrical Isolation". 11 3. The price bid shall include: 12 a. Furnishing and installing Joint Bonding and Electrical Isolation as specified by 13 the Drawings 14 b Mobilization 15 e. Exeava4ien 16 a F-af..ishi g, plaeement,-andeempae enof baekfill 17 e. Field welding 18 f. Connections 19 g. Adjustments 20 h. Testing 21 i. Clean-up 22 j. Start-up/Commissioning 23 1.3 REFERENCES 24 A. 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. ASTM International (ASTM). 29 3. American Water Works Association (AWWA): 30 a. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN. 31 4. NACE International (MACE). 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 0133 00. 35 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 36 specials. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Product Data 39 1. Manufacturer's catalog cut sheets shall be submitted for each item. 40 a. Include the manufacturer's name and provide sufficient information to show 41 that the materials meet the requirements of the Contract Documents for: 42 1) Flange Isolation 43 2) Bonding Clips for Concrete Cylinder Pipe 44 3) Petrolatum tape CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-3 JOINT BONDING AND ELECTRICAL ISOLATION Page 3 of 8 1 4) Thermite welding materials 2 5) Bond Wire 3 6) Weld Caps 4 2. Where more than 1 item or catalog number appears on a catalog cut sheet, clearly 5 identify the item proposed. 6 B. Test and Evaluation Reports 7 1. Record results for the Post -Installation Thermite Weld Inspection and submit to the 8 City for approval prior to backfilling. 9 2. Record results for bonded joint testing and submit to City for approval prior to 10 backfilling. 11 3. Record results for the continuity test for casing to carrier pipe and submit to the 12 City for approval prior to backfilling. 13 1.7 CLOSEOUT SUBMITTALS 14 A. Test results for electrical continuity, flange isolation and casing to carrier pipe isolation 15 shall be submitted to the City. 16 B. Results of all testing are to be submitted to City for inclusion in the O&M manual. 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 20 1.11 FIELD [SITE] CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 24 2.2 MATERIALS 25 A. Joint Bonding and Electrical Isolation Materials to be incorporated into the project 26 include, but are not limited to, the following: 27 1. Electrical continuity bonds 28 2. Flange isolation assemblies 29 3. Casing spacers 30 4. Casing end seals 31 B. Electrical Continuity Bonds 32 1. Applications for Electrical Continuity Bonding include the following: 33 a. Bonding across bolted joint assemblies 34 b. Bonding across gasketed joint assemblies 35 c. Bonding across bell & spigot ioint assemblies 36 d. Bonding using weld clips on concrete cylinder pipe 37 2. Thermite Weld Materials CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-4 JOINT BONDING AND ELECTRICAL ISOLATION Page 4 of 8 a. Charges and Molds- Thermite molds and charges shall be used. Charges 2 and mold size shall be as specified by Erico, Thermoweld or approved 3 equal, for the specific surface configuration. 4 3. Weld Caps/Coating Weld Coatin2- 5 a. Coating for welds shall be Kop-Coat as manufactured by Carboline or 6 Royston Handy Caps (caps prefilled with mastic) or approved equal 7 b. Weld Cap- The coated weld shall be covered with a plastic weld cap. 8 4. Bond Wire 9 a. Bond wire shall be 7 stranded copper cable, #2 AWG with THHN 10 insulation, minimum length 18" per bond. 11 C. Flange Isolation 12 1. Required applications of dielectric flange isolation assemblies include, but are not 13 limited to, selected locations where new piping is mechanically connected to 14 existing piping. 15 2. Gasket 16 a. Isolating and seal gasket 17 b. G-10 Epoxy Glass material 18 c. Full face 19 d. 1/8-inch thickness 20 e. Use with a minimum of 1 EDPM sealing element placed in a tapered groove. 21 f. NSF 61 certified 22 g. A minimum of 800 volts/mil dielectric strength is required. 23 h. Flange shall seal for the test pressure without leaking. 24 3. Sleeves 25 a. Provide full length mylar sleeves. 26 4. Washers 27 a. Provide double G-10 washer sets. 28 D. Casing Spacers 29 1. For piping installed in tunnels or cased crossings, install casing spacers between the 30 piping and the casing or tunnel liner to provide electrical isolation in accordance 31 with Section 33 05 24. 32 E. Casing End Seals 33 1. See Section 33 05 24 for casing end seals. 34 2.3 ACCESSORIES [NOT USED] 35 2.4 SOURCE QUALITY CONTROL [NOT USED] 36 PART 3 - EXECUTION 37 3.1 INSTALLERS [NOT USED] 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION 40 A. Preparation of Concrete Pipe for Bonding CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-5 JOINT BONDING AND ELECTRICAL ISOLATION Page 5 of 8 1 1. General 2 a. Fabrication 3 1) Use concrete pipe for this project that has been fabricated in such a manner 4 as to establish electrical continuity between metallic components of pipe 5 and joints. 6 b. Acceptable Methods 7 1) Establish electrical continuity as indicated in the Contract Documents. 8 2. Criteria for Electric Continuity 9 a. Tensile Wire 10 1) Pipe manufacturer is to obtain a resistance no greater than 0.03 ohms 11 between any wire and steel joint ring at end of pipe farthest from that wire. 12 2) Manufacturer is to report values obtained and method of measurement. 13 b. Internal Pipe Joint Components 14 1) Pipe manufacturer is to obtain resistance of less than 0.03 ohms between 15 any component and steel pipe cylinder. 16 3. Tensile Wire Continuity 17 a. Establish continuity between tensile wire coils and steel cylinder on embedded 18 cylinder type pre -stressed pipe by tightly wrapping tensile wire over longitudinal 19 mild steel straps during pipe manufacture. 20 b. Use and install 2 continuous straps 180 degrees apart longitudinally along the 21 pipe. 22 1) These straps must maintain electrical continuity between metallic 23 components. 24 c. Use steel straps made of mild steel and free of grease, mill scale or other high 25 resistance deposits. 26 d. Make longitudinal straps electrically continuous with pipe cylinder by steel 27 fasteners of suitable dimensions placed between steel cylinder and longitudinal 28 straps. 29 1) Connect fasteners so as to remain intact during pipe fabrication process. 30 4. Steel Cylinder Continuity 31 a. Establish continuity of all joint components and steel cylinder. 32 1) These components include anchor socket brackets, anchor socket, spigot 33 ring and bell ring. 34 b. If mechanical contact does not provide a resistance of less than 0.03 ohms 35 between components, tack weld component to provide electrical continuity. 36 5. Mechanical iointed concrete pipe requires the installation of bond wires across 37 the ioint as shown on the Drawings. 38 B. Preparation of Steel Pipe for Bonding 39 1. Bonding wires are not required for welded steel pipe. 40 2. Mechanical jointed steel pipe requires the installation of bond wires across the joint 41 as shown on the Drawings. 42 C. Preparation of Ductile Iron Pipe for Bonding 43 1. Install insulated bond wires as shown on the Drawings. 44 D. Electrical Bond Wires 45 1. Electrical bond wires are to be a minimum No. 2 AWG, 7 stranded, copper cable 46 with THHN insulation. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-6 JOINT BONDING AND ELECTRICAL ISOLATION Page 6 of 8 1 2. Remove 1 inch off insulation from each end of the bond wire. 2 3. Thermite weld the bond wires to the pipeline. 3 4. Provide the minimum number of bond wires as shown on Drawings for steel, 4 ductile iron pipe, or mechanical Joints on concrete cylinder pipe. 5 E. Electrical Bond Clip 6 1. Weld 3 ASTM A36 steel bonding clips, each approximately 0.13 inches thick, 2.5 7 inches long, and 1.25 inches wide, with 1/8-inch fillet welds to the bell and spigot 8 of adjacent pre -stressed concrete cylinder pipe or steel pipe with rubber gasketed 9 joints. 10 2. Manufacture clips to maintain continuity regardless of small deflections of finished 11 joints. 12 3.4 INSTALLATION 13 A. Installation of Electrical Continuity Bonds by Thermite Welding 14 1. Inspection 15 a. Use continuous bond wires with no cuts or tears in the insulation covering the 16 conductor. 17 2. General 18 a. Attach bond wires at required locations by thermite welding process. 19 3. Thermite Welding Methods 20 a. Perform thermite welding of bond wires to piping in the following manner: 21 1) Clean and dry pipe to which the wires are to be attached. 22 2) Use grinding wheel or file to remove all coating, mill scale, oxide, grease 23 and dirt from an area approximately 3 inches square. 24 a) Grind surface to bright metal. 25 3) Remove approximately 1 inch of insulation from each end of wire to be 26 thermite welded to pipe exposing clean, oxide -free copper for welding. 27 4) Select proper size thermite weld mold as recommended by manufacturer. 28 Place wire or strap between graphite mold and the prepared metal surface. 29 5) Place metal disk in bottom of mold. 30 6) Pour thermite weld charge into the mold. Squeeze bottom of cartridge to 31 spread ignition powder over charge. 32 7) Close mold cover and ignite starting powder with flint gun. 33 8) After exothermic reaction, remove thermite weld mold and gently strike 34 weld with a hammer to remove weld slag. 35 9) Pull on wire or strap to assure a secure connection. 36 10) If weld is not secure or the bond breaks, repeat procedure with new wire. 37 11) If the weld is secure, coat all bare metal and weld metal with weld coating 38 and protective cap. 39 4. Post -Installation Thermite Weld Inspection 40 a. Contractor is responsible for all testing. 41 b. All testing is to be performed by or under the supervision of certified NACE 42 personnel. 43 c. Visually examine each thermite weld connection for strength and suitable 44 coating prior to backfilling. 45 d. Measure resistance through selected bonded joints with a digital low resistance 46 ohmmeter (DLRO). CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-7 JOINT BONDING AND ELECTRICAL ISOLATION Page 7 of 8 1 1) Resistance of 0.001 ohms or less is acceptable. 2 2) If the above procedure indicates a poor quality bond connection, reinstall 3 the bond. 4 3) Record results and submit to the City for approval prior to backfilling. 5 5. Backfilling of Bonded Joints 6 a. Perform backfilling of bonded piping in manner that prevents damage to the 7 bonds and all connections to the metallic structures. 8 b. Use appropriate backfill material to completely cover the electrical bond. 9 c. Provide protection so that future construction activities in the area will not 10 destroy the bonded connections. 11 d. If construction activity damages a bonded connection, install new bond wire. 12 B. Installation of Pipeline Flange Isolation Devices 13 1. Placement 14 a. Install isolation joints at the locations shown on the Drawings. 15 2. Assembly 16 a. Place gasket, sleeves and washers as recommended by the manufacturer. 17 b. Follow manufacturer's recommendations for even tightening to proper torque. 18 3. Testing 19 a. Immediately after an electrical isolation fitting has been installed, contact the 20 City to witness testing for electrical isolation effectiveness. 21 4. Painting 22 a. Do not use metal base paints on electrical isolation devices. 23 5. Encapsulation 24 a. Encapsulate below -grade isolation joints with the Denso Densyl Tape system 25 after the isolation joint has been tested for effectiveness. 26 C. Installation of Casing Spacers 27 1. Casing spacers shall be installed in accordance with Section 33 05 24. 28 D. Installation of End Seals 29 1. End seals shall be installed in accordance with Section 33 05 24. 30 3.5 REPAIR / RESTORATION [NOT USED] 31 3.6 RE -INSTALLATION [NOT USED] 32 3.7 FIELD QUALITY CONTROL 33 A. Testing of Joint Continuity Bonds and Isolation Joints 34 1. After the completion of the continuity bonding of individual joints, but before the 35 pipe is backfilled, each bonded joint shall be tested for electrical continuity. 36 2. A DC current shall be impressed on the pipe on 1 side of the joint under test using a 37 portable 12-volt battery and a driven ground rod. The battery shall be connected 38 such that the positive terminal is connected to the ground rod and the negative 39 terminal is connected to the pipe section under test. The magnitude of test current is 40 not important as long as it causes a change in pipe -to -soil potential on the section of 41 pipe that is in the test current circuit. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330410-8 JOINT BONDING AND ELECTRICAL ISOLATION Page 8 of 8 3. The pipe -to -soil potential shall be measured on each side of the isolation joint using 2 a high impedance voltmeter and portable copper/copper sulfate reference electrode 3 with the test current "on" and "off. 4 4. A joint is considered electrically continuous if the "on" and "off potentials are the 5 same on either side of the joint under test. 6 5. This same procedure shall be used to test individual isolation joints except that the 7 joint is considered effective if the pipe -to -soil potential is not the same when 8 measured on each side of the joint when the test current is "on". 9 6. Record results and submit in accordance with this Specification. 10 B. Casing to Carrier Pipe Isolation Tests 11 1. Immediately after the pipe has been installed in the casing, but prior to connecting 12 the line, make pipe available for testing and contact the City to witness an electrical 13 continuity test to determine that the casing is electrically isolated from the pipeline. 14 2. The continuity test shall be fully documented and approved by the City prior to 15 backfilling. 16 3. Record results and submit in accordance with this Specification. 17 4. If the electrical isolation between carrier pipe and casing is not effective, the cause 18 shall be immediately investigated and the situation remedied. 19 5. Under no circumstances shall a shorted casing be backfilled. 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 28 29 END OF SECTION 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 WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 3304 11 -1 CORROSION CONTROL TEST STATIONS Page I of 8 1 SECTION 33 0411 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. Cased crossings 9 c. Below -grade pipeline electrical isolation joints 10 d. Magnesium anode bed locations 11 2. Required applications of corrosion control test stations include locations where 12 future testing is anticipated for the following reasons: 13 a. Testing to determine the effectiveness of the installed Cathodic Protection 14 systems and to allow for startup adjustments 15 b. Testing to determine interference effects from and on adjacent or crossing 16 foreign underground structures 17 c. Testing to determine sources and magnitude of stray DC currents and required 18 mitigative measures 19 d. Periodic monitoring to determine status of existing Cathodic Protection 20 systems, stray current and foreign line influence 21 B. Deviations from this City of Fort Worth Standard Specification 22 1. Modified: 23 a. 1.1.A.1 24 b. 1.6.A.1 25 c. 2.2.11.1-6. 26 d. 2.2.E.2 27 e. 3.4.D.1., 5.-6. 28 f. 3.4.E.1. 29 C. Related Specification Sections include, but are not necessarily limited to: 30 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 31 Contract 32 2. Division 1 — General Requirements 33 3. Section 33 04 12 — Magnesium Anode Cathodic Protection System 34 1.2 PRICE AND PAYMENT PROCEDURES 35 A. Measurement and Payment 36 1. Measurement 37 a. This Item is considered subsidiary to the Cathodic Protection construction. 38 2. Payment 39 a. The work performed and the materials furnished in accordance with this Item 40 are subsidiary to the lump sum price bid for "Cathodic Protection" for each 41 material of utility pipe bid, and no other compensation will be allowed. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 3304 11 -2 CORROSION CONTROL TEST STATIONS Page 2 of 8 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. NACE International (NACE). 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 SUBMITTALS 9 A. Submittals shall be in accordance with Section 0133 00. 10 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 11 specials. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 13 A. Product Data 14 1. Submit product data for all components of the Corrosion Control Test Stations. 15 Data submitted shall include: 16 a. Test Station 17 b. Wiring 18 e. Splicing materials 19 d. Thermite weld materials 20 e. Weld coatings 21 1.7 CLOSEOUT SUBMITTALS 22 A. Structure -to -soil potential data shall be submitted to the City. 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE 25 A. Certifications 26 1. Provide manufacturer's certifications that all components of the corrosion control 27 system meet the requirements of the Contract Documents. 28 a. The certification shall reference the applicable Section of the Specifications and 29 the applicable standard details. 30 B. Inspection 31 1. The City may, at its own cost, inspect the Cathodic Protection materials prior to, or 32 during, installation. 33 C. Drawings 34 1. The drawings for the corrosion control test stations are diagrammatic and shall not 35 be scaled for exact locations, unless scales are explicitly stated on the specific 36 drawing. 37 2. Field conditions, conflicts with other utilities or mechanical and structural features 38 shall determine exact locations. 39 3. Contractor shall note other existing utilities in the area and during excavation, shall 40 not damage these utilities. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 3304 11 -3 CORROSION CONTROL TEST STATIONS Page 3 of 8 1 4. Any damaged utilities shall be repaired to the satisfaction of the City at the 2 Contractor's expense. 3 1.10 DELIVERY, STORAGE, AND HANDLING 4 A. Delivery 5 1. Coordinate the delivery of test station materials. 6 B. Storage and Handling Requirements 7 1. Secure and maintain a location to store the material in accordance with Section 01 8 6600. 9 C. Packaging Waste Management 10 1. Dispose of waste materials properly and remove from job site after installation is 11 complete. 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS 15 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2.2 MATERIALS A. Flush Mount Test Stations 1. Test stations shall consist of test wires, a terminal head and a traffic box as shown on the Drawings. 2. The terminal head shall be a 7 terminal "Big Fink" as manufactured by Cott Manufacturing Company or approved equal. 3. The test station shall be installed in a 24-inch x 24-inch x 6-inch concrete pad. 4. The Precast Concrete traffic box shall be a 10.25-inch diameter 3-RT with a cast iron cover marked "CP Test" as manufactured by Brooks Products, Inc. or approved equal. 5. Install a marker sign adjacent to all flush -mounted test stations. B. Above -Grade (Pole Mount) Test Stations 1. At test station locations where flush mounted structures cannot be installed, or where stated on Drawings, an above -grade pole mount test station shall be used, and placed such that possible damage from vandalism, traffic, etc. is minimized. 2. The test station shall be a 7 terminal "Big Fink" as manufactured by Cott Manufacturing or approved equal. 3. The "Big Fink" test station shall be mounted on a 5 foot length of 3-inch diameter UV -resistant plastic conduit. in populatedloea „s, and .r „ted on a 5 feet length - of 3 imeh ,l:.,mete- . ..vto filled galvanized steel ndu t in low p .,l.,t: .. l .,t' s 4. The test station shall be installed adjacent to a permanent structure, if available, for physical protection. a. If exposed to traffic, provide a frangible base for test station. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 3304 11 -4 CORROSION CONTROL TEST STATIONS Page 4 of 8 5. The interior of the test station conduit shall be filled with Portland cement concrete after the installation of the test and bond wires. 6. The test station conduit shall be installed with a 24 ineh x 24 :reh x 6 ifleh 12 inch diameter concrete foundation as shown on the Drawings. C. Permanent Reference Electrodes 1. The permanent reference electrode shall be a copper sulfate Permacell Plus double membrane ceramic cell in a geomembrane package as manufactured by Corrpro Companies, Inc. or approved equal. 2. Equip with No. 14 AWG stranded copper wire with blue HMWPE insulation of suitable length to attach to the terminal board of the test station. D. Test Station Lead Wires 1. Test station lead wires of all sizes shall have TW, THW, or THHN insulation as shown on the Drawings. 2. Insulation type shall be color coded based upon connection to underground structures. a. Protected pipeline: white b. Foreign structures: red c. Steel casings: yellow d. Permanent reference cells: blue e. Anode header cable: black (HMWPE) £ Unprotected or existing pipeline: black (HMWPE) 3. Test station lead wires shall be terminated on the test station terminal board utilizing crimped on soldcrless ring terminals. 4. All terminal boards shall be wired by the installer as shown on the Drawings. E. Thermite Weld Equipment 1. Charges and Molds a. Weld charges and mold size shall be specified by the manufacturer for the specific surface configuration. b. Use only the correct charges for the specific application. c. Welding charges and molds shall be Erico, Cadweld or Continental Industries Thermoweld. 2. Weld Caps/Coating Weld Coating - a. Coating for welds shall be Kop-Coat as manufactured by Carboline or Royston Handy Caps (caps prefilled with mastic) b. Weld Cap- The coated weld shall be covered with a plastic weld cap. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 APPLICATION / INSTALLATION 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 3304 11 -5 CORROSION CONTROL TEST STATIONS Page 5 of 8 A. Install test stations at each of the locations scheduled on the Drawings. At a minimum, test stations are required at each of the following locations: 1. At all major underground metallic pipeline crossings 2. At all cased crossings and tunnels (both ends) 3. At all underground isolation flanges 4. At all magnesium anode ground bed locations B. General 1. Install test stations at locations indicated on Drawings. a. If a flush mounted test station is not feasible in a particular location, then an above -grade test station may be used, subject to approval by the City or its designated representative. 2. Use continuous test station lead wires without cuts or tears in the insulation. 3. Locate test stations as indicated on Drawings, as close to the pipe as possible. a. If the pipe is installed under a road, place the test station at the curb for easy access. 4. Attach test lead wires to the pipe by thermite welding. 5. Attach test wires to the pipe prior to backfilling. 6. Use color coded test wires as indicated on the Contract Documents. 7. Wire test station terminal board configurations as shown on the Drawings. 8. At foreign pipeline crossing test stations: a. Notify the owners of the pipeline and obtain permission before the test leads are connected to their pipeline. b. The foreign pipeline owner should have a representative present. c. Contractor shall not install lead wires or bond wires on foreign pipelines. d. If foreign pipeline owner refuses test leads connected to their pipeline, then document owner's refusal and install potential test station on water main. e. Document the owner's contact name, phone number, email address and date of contact. f. Submit documentation to the City or its designated representative. C. Flush -Mount Test Stations 1. Install as shown on the Drawings. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 45 3304 11 -6 CORROSION CONTROL TEST STATIONS Page 6 of 8 2. Sufficient slack shall be coiled beneath the test station to allow for soil settlement and to prevent damage to the leads during backfilling. a. Additional slack shall be left to allow for withdrawal of the terminal board a minimum of 18 inches above the top of the precast concrete traffic box for test purposes. 3. Install with permanent copper sulfate reference electrodes where indicated on the Drawings. a. Install permanent reference electrode approximately 6 inches from the pipe. b. Compact native soil by hand around the electrode. c. The balance of the backfill shall be select granular backfill material. d. Saturate the backfilled permanent reference electrode with 5 gallons of water. 4. Set test stations installed outside areas of permanent paving materials in a Portland cement concrete pad. a. The concrete pad shall be a minimum of 24 inches square and no less than 6 inches thick. D. Above -Grade (Pole Mount) Test Stations 1. Install above -grade test stations where a fitish metmted test station eannet be 1ee�d indicated on Drawings. 2. Use and location of above -grade test stations shall be approved by the City or its designated representative. 3. Locate test station adjacent to a permanent structure (e.g. a power pole), if available, for physical protection. 4. Coil sufficient slack beneath the test station to allow for soil settlement and to prevent damage to the leads during backfilling. 5. Pour a 24 ineh x 24 ineh v 6 ine 12 inch diameter concrete pad -foundation at grad around the test station conduit as shown on Drawings. 6. Fill the ifftefief of the 3 ifieh above gfade test sW ieft steel galvaffized eeft"t with Peftl.,.-.,1 eement , -ete aftef installation of the test st.,tiefis E. Test Lead Wire Attachment 1. Attach test leads to the pipe by thermite welding directly to the pipe on steel and ductile iron pipelines as shown on Drawings. a. See Dfawings. 2. The pipe to which the wires are to be attached shall be clean and dry. 3. When connecting directly to the pipe, use a grinding wheel or file to remove all coating, mill scale, oxide, grease and dirt from an area approximately 3 inches square. a. Grind the surface to bright metal. 4. The wires to be thermite welded to the pipe shall have approximately 1 inch of insulation removed from each end, exposing clean, oxide -free copper for welding. 5. Using the proper size thermite weld mold as recommended by the manufacturer, place the wire between the graphite mold and the prepared metal surface. a. Use a copper sleeve crimped over the wire for all No. 10 AWG or smaller wires. 6. Place the metal disk in the bottom of the mold. 7. Pour the thermite weld charge into the mold. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 3304 11 -7 CORROSION CONTROL TEST STATIONS Page 7 of 8 1 8. Squeeze the bottom of the cartridge to spread ignition powder over the charge. 2 9. Close the mold cover and ignite the starting powder with a flint gun. 3 10. After the exothermic reaction, remove the thermite weld mold and gently strike the 4 weld with a hammer to remove the weld slag. 5 11. Pull on the wire to assure a secure connection. 6 12. If the weld is not secure or the wire breaks, repeat the procedure. 7 13. If the weld is secure coat all bare metal and weld metal with Stepa CZ tape o r- i -- --r= 8 bitumastic coating and protective cap. 9 F. Post Installation Backfilling of Test Station — Lead Wires 10 1. Protect test station wires to prevent damage to the wire insulation and conductor 11 integrity during backfilling. 12 2. After completion of the backfilling of the test wires to the pipe, verify the 13 connection by measuring and recording a pipe -to -soil potential. 14 3. Replace any test wire found to have a high resistance connection. 15 3.5 REPAIR / RESTORATION [NOT USED] 16 3.6 RE -INSTALLATION [NOT USED] 17 3.7 FIELD QUALITY CONTROL 18 A. All test stations shall be visually inspected during the final walk through. 19 B. Materials or installation work not conforming to the requirement of this Specification 20 shall be replaced or repaired to the City's satisfaction. 21 C. Damaged or missing test station components shall be replaced by equal components. 22 3.8 SYSTEM STARTUP 23 A. Commissioning 24 1. Native state structure -to -soil potentials shall be acquired along the water main and 25 submitted to the City. 26 B. Method 27 1. Measure native state structure -to -soil potentials along the water line using a 28 portable reference electrode at the following locations: 29 a. Each test station 30 b. Above grade pipeline appurtenances 31 c. Test stations on foreign pipelines crossing or parallel to the water main. 32 2. Verify that all electrical isolation devices are operating properly including flange 33 isolators and casing spacers. 34 C. Contractor is responsible for all testing. 35 D. All testing is to be done by or under the supervision of certified NACE personnel. 36 E. Record results and submit in accordance with this Specification. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 3304 11 -8 CORROSION CONTROL TEST STATIONS Page 8 of 8 1 3.9 ADJUSTING [NOT USED] 2 3.10 CLEANING [NOT USED] 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE 6 7 8 9 10 A. Refer to Section 33 04 12. 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.D.2 —revised insulation color coding CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-1 MAGNESIUM ANODE CATHODIC PROTECTION Page 1 of 1 I 1 SECTION 33 0412 2 MAGNESIUM ANODE CATHODIC PROTECTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 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 1. Modified: 14 a. 1.2.A.i.a. 15 b. 1.3.B.7.4. 16 c. 2.2.A.La 17 d. 2.2.E. 18 e. 2.2.G.1. 19 f. 3.4.A.1. 20 g. 3A.B.a. 21 h. 3.4.C.2.a. 22 i. 3.4.C.3.b. 23 j. 3.4.C.5. 24 k. 3.4.D.14. 25 1. 3A.E. 26 m. 3.8.D.2. 27 n. 3.8.D.6. 28 29 C. Related Specification Sections include, but are not necessarily limited to: 30 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 31 Contract 32 2. Divisionl — General Requirements 33 3. Section 33 05 26 — Utility Markers/Locators 34 1.2 PRICE AND PAYMENT PROCEDURES 35 A. Measurement and Payment 36 1. Measure 37 a. Measurement for this Item shall be by lump sum and shall include ioint 38 bondinp-, electrical isolation, and corrosion control test stations. 39 2. Payment: 40 a. The work performed and materials furnished in accordance with this Item shall 41 be paid for at the lump sum price bid for "Cathodic Protection" for each 42 material of utility pipe bid. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-2 MAGNESIUM ANODE CATHODIC PROTECTION Page 2 of 11 1 3. The price bid shall include: 2 a. Mobilization 3 b. Anode groundbeds 4 c. Anode test stations 5 d. Excavation 6 e. Furnishing, placement, and compaction of backfill 7 f. Field welding 8 g. Connections 9 h. Adjustments 10 i. Testing 11 j. Clean-up 12 k. Start-up/Commissioning 13 1.3 REFERENCES 14 A. Abbreviations and Acronyms 15 1. AWG: American Wire Gauge 16 2. CSE: Copper/Copper Sulfate Reference Electrode 17 3. HMWPE: High Molecular Weight Polyethylene 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 B. Definitions 1. Anode: The electrode of an electrochemical cell at which oxidation occurs. 2. Cable/Wire: One conductor or multiple conductors insulated from one another. 3. Cathode: The electrode of an electrochemical cell at which reduction is the principal reaction. 4. Cathodic Polarization: The change of electrode potential in the negative direction caused by direct current (DC) flow across the electrode/electrolyte interface. 5. Cathodic Protection: A technique used to reduce the corrosion of a metal surface by making that surface the cathode of an electrochemical cell. 6. Corrosion: Degradation of a material, usually a metal, that results from a reaction with its environment. 7. Contractor's Corrosion Control Engineer: NACE certified, licensed engineer in the state of Texas, employed by a Corrosion Engineering Firm. 8. Corrosion Engineering Firm: Engineering firm in charge of the corrosion protection design installation and testing on behalf of the Contractor. 9. Criterion: Standard for assessment of the effectiveness of a Cathodic Protection System. 10. Current: Flow of electric charge. 11. Electrode: A conductor used to establish contact with an electrolyte and through which current is transferred to or from an electrolyte. 12. Electrolyte: A chemical substance containing ions that migrate in an electric field (i.e., soil or water). 13. Foreign Structure: Any metallic structure that is not intended as a part of a system under Cathodic Protection. 14. Galvanic Anode: A metal that provides sacrificial protection to another metal that is less active (more noble) when electrically coupled in an electrolyte. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-3 MAGNESIUM ANODE CATHODIC PROTECTION Page 3 of I I 1 15. Interference: Any electrical disturbance on a metallic structure as a result of stray 2 current. 3 16. Pipe -to -Electrolyte Potential: The potential difference between the pipe and the 4 electrolyte that is measured with reference to an electrode in contact with the 5 electrolyte. 6 17. Polarized Potential: The potential across the structure/electrolyte interface that is 7 the sum of the free corrosion potential and the cathodic polarization 8 18. Reference Electrode: An electrode whose open -circuit potential is constant under 9 similar conditions of measurement and is used to measure the relative potentials of 10 other electrodes 11 19. Stray Current: Current flow through paths other than the intended circuit. 12 20. Voltage: Electromotive force or difference in electrode potential expressed in volts. 13 C. Reference Standards 14 1. NACE International (MACE). 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS 17 A. Submittals shall be in accordance with Section 0133 00. 18 B. All submittals shall be approved by the City prior to delivery. 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 20 A. Product Data 21 1. Submit product data for all components of the Cathodic Protection System. Data 22 submitted shall include: 23 a. Anodes 24 b. Anode Test Stations 25 c. Wiring 26 d. Splicing Materials 27 e. Thermite Weld Materials 28 f. Weld Coatings 29 B. Oualifications Data 30 1. Submit name and qualifications of Contractors Corrosion Control Engineer 31 1.7 CLOSEOUT SUBMITTALS 32 A. The results of all testing procedures shall be submitted to the Engineer or the City for 33 review and approval. Testing information required 'includes: 34 1. Anode groundbed current outputs 35 2. Pipe -to -soil potentials 36 3. Results of interference testing 37 4. Results of electrical isolation joint tests 38 5. Operating and maintenance instructions 39 B. Results of all testing are to be submitted to Owner for inclusion in the O&M manual. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-4 MAGNESIUM ANODE CATHODIC PROTECTION Page 4 of 11 1 C. Provide written documentation from the Corrosion Control Engineer of any deficiencies 2 discovered during the post installation inspection. 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. Qualifications 6 1. Cathodic Protection installer shall show adequate documented experience in the 7 type of Cathodic Protection work required for the project. 8 B. Certifications 9 1. The Contractor shall, upon request by City, furnish manufacturer's certified test 10 reports that indicate that anodes meet Specifications and that all tests have been 11 performed in accordance with the applicable standards. 12 1.10 DELIVERY, STORAGE, AND HANDLING 13 A. Delivery of Cathodic Protection materials shall be coordinated by the Contractor. 14 B. Storage and Handling Requirements 15 1. Secure and maintain a location to store the material in accordance with Section 01 16 6600. 17 C. Packaging Waste Management 18 1. Dispose of anode and thermite weld material packaging properly and remove from 19 the job site after installation is complete. 20 1.11 FIELD [SITE] CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 24 25 26 27 28 29 30 31 2.2 MATERIALS A. Sacrificial Anodes - Magnesium 1. Magnesium Anodes a. Use high potential prepackaged Magnesium Anodes with a cast anode weight of 32 pounds, and a nominal 3.5" x 3.5" x 45" 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 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 330412-5 MAGNESIUM ANODE CATHODIC PROTECTION Page 5 of 1 I 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 20 50 70 32 58 90 40 65 105 48 48 96 60 70 130 20 4. Anode Lead Wires 21 a. For the lead wire for the Magnesium Anodes, use a 10-foot length of No. 12 22 AWG solid copper wire equipped with TW or THW insulation. 23 5. Lead Wire Connection to Magnesium Anode 24 a. Cast Magnesium Anodes with a 20 gauge galvanized steel core. 25 b. Extend 1 end of the core beyond the anode for the lead wire connection. 26 c. Silver -solder the lead wire to the core and fully insulate the connection. 27 B. Splicing Tape 28 1. Tape used for covering anode lead wire to anode header cable connections shall be 29 2 layers of Scotch 130C rubber splicing tape, then 2 layers of Scotch 88 vinyl 30 electrical tape as manufactured by 3M Scotch, or approved equal. 31 2. Taped splices shall be covered with a coating of 3M Scotchkote electrical coating 32 or approved equal. 33 C. Crimping Lugs 34 1. Crimping lugs used to connect the anode lead wire to anode header cable shall be 35 copper compression crimpit Catalog No. YC 1 OC 10 as manufactured by Burndy, or 36 approved equal. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-6 MAGNESIUM ANODE CATHODIC PROTECTION Page 6 of 1 I 1 D. Anode Header Cable 2 1. Anode header cables routed between the anode groundbed and the test stations shall 3 be #8 AWG stranded copper conductors with type HMWPE insulation (black). 4 E. Anode Test Stations 5 1. Anode test stations shall be flush mounted or pole mounted as identified on the 6 Drawings and consist of test wires, non-metallic, UV resistant riser and a 7 terminal head. Test Station components are defined in Specification Section 8 330411. 9 2. The terminal head shall be a 7 terminal Big Fink test station as manufactured 10 by Cott Manufacturing Company or approved equal. 11 12 0 .,r4-eQ'd- rtlry�rress" A-'-; o a Si•.zv"rAS, lHO, O ..e 13 equal-. 14 4. if the area is met paved, the test station shall be installed in a 2 4 ineh x 2 4 ifleh x 6 15 ineh square eener-etetad-. 16 . 17 F. Shunt 18 1. Monitoring shunt shall be a 0.01 ohm Type RS shunt as manufactured by 19 Holloway, or approved equal. 20 2. There shall be at least 1 shunt in each Magnesium Anode test station. 21 G. Test Lead Wire 22 1. Test station lead wires shall be #12 AWG stranded copper cable with type TW, 23 THW or THHN insulation,color of lead wires shall be as shown on the 24 drawings. 25 H. Permanent Reference Electrode 26 1. The permanent reference electrode shall be a copper sulfate Permacell Plus double 27 membrane ceramic cell in a geomembrane package, as manufactured by Conpro 28 Companies, Inc., or approved equal. 29 2. The permanent reference electrode shall be equipped with No. 14 AWG stranded 30 copper wire with blue HMWPE insulation of suitable length to attach to the 31 terminal board of the test station. 32 1. Marker Sign 33 1. Provide marker sign in accordance with Section 33 05 26. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-7 MAGNESIUM ANODE CATHODIC PROTECTION Page 7 of 1 I 2.3 ACCESSORIES [NOT USEDI 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - 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. Installation of Sacrificial Anodes 9 1. Placement 10 a. Each anode shall be installed vertically in a 12-inch diameter by 10 feet deep 11 hole with the top of the anode at the same elevation as the top of pipeline of 12 by4feneh-maintaining the same spacing as shown on the Drawings. 13 b. Centerline of the anode shall be at a minimum of 10 feet from the centerline of 14 the pipe. 15 c. Anodes shall be installed within the permanent pipeline right-of- 16 way/easement. 17 d. For steel and concrete cylinder pipes, the anodes shall be placed on the side 18 of the easement closest to the gas pipelines as shown on the Drawings. For 19 ductile iron pipe, the second row of anodes shall be placed on the opposite 20 side of the pipelines. 21 2. Augured Hole 22 a. The anode hole diameter shall easily accommodate the anode. 23 3. Backfilling 24 a. After the hole is augured, the packaged anode shall be lowered into the hole and 25 the soil shall be firmly tamped around the package so that it is in intimate 26 contact with the package. 27 b. Pour a minimum of 5 gallons of water into the anode hole. 28 c. Backfill the remainder of the anode hole. 29 4. Anode Lead Wire 30 a. Lead wires from the anodes shall be run underground at a minimum depth of 24 31 inches. 32 b. Each anode lead wire shall be connected to an anode header cable as indicated 33 on the Drawings. 34 5. Handling 35 a. Anodes shall be handled in a manner that will avoid damaging anode materials 36 and wire connections. 37 B. Installation of Permanent Anoda Reference Electrode 38 1. Location 39 a. Install 1 permanent copper sulfate reference electrode at each anode ground 40 bed. 41 b. The permanent reference electrode shall be at least fix} 6 inches of the Pipe 42 away from the pipeline opposite the anode bed at pipe depth. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-8 MAGNESIUM ANODE CATHODIC PROTECTION Page 8 of 1 I 1 c. Prepare and install the permanent reference electrode in strict accordance with 2 the manufacturer's recommendations. 3 2. Placement 4 a. Place the permanent reference electrode in the same ditch with the water line 5 and carefully covered with the same soil as the pipeline backfill. 6 3. Lead Wire 7 a. Protect the permanent reference electrode lead wire during backfill operations 8 and route to the test station along with the water line test leads and anode 9 ground bed cables. 10 C. Installation of Wire and Cable 11 1. Depth 12 a. All underground wire and cable shall be installed at a minimum of 24 inches 13 below final grade with a minimum separation of 6 inches from other 14 underground structures. 15 2. Anode Header Cable 16 a. Each anode lead wire shall be connected to a #84-9 AWG/HMWPE header 17 cable which shall be routed into a flush to gfa an anode test station. 18 3. Anode Lead Wire to Header Cable Connection 19 a. Each anode lead wire to header cable connection shall be made using a copper 20 compression connector. 21 b. Each connection shall be taped using double layer rubber tape, followed by 22 double laver vinyl tape and coated with Scotchkote electrical coating as shown 23 on the Drawings. 24 4. Anode -to -Pipeline Connection 25 a. Connect each group of anodes to the pipeline through a test station as shown on 26 the Drawings. 27 b. A 0.01 ohm shunt shall be used to connect the anode header cable to the 28 pipeline as shown on the Drawings. 29 5. A 3-inch wide, yellow, non -detectable warning tape labeled "CAUTION Cathodic 30 Protection Cable Buried Below" shall be buried at a depth of 18 inches below the 31 surface and along the length of all Cathodic Protection cable trenches. 32 D. Test Lead Wire Attachment 33 1. Test lead cables shall be attached to the pipe by thermite welding. 34 2. The pipe to which the wires are to be attached shall be clean and dry. 35 3. A grinding wheel or file shall be used to remove all coating, mill scale, oxide, 36 grease and dirt from the pipe over an area approximately 3 inches square. 37 a. The surface shall be cleaned to bright metal. 38 4. The wires to be thermite welded to the pipe shall have approximately 1 inch of 39 insulation removed from each end, exposing clean, oxide -free copper for welding. 40 5. Charges and Molds 41 a. Weld charges and mold size shall be as specified by the manufacturer for the 42 specific surface configuration. 43 b. Care shall be taken during installation to be sure correct charges are used. 44 c. Welding charges and molds shall be the product of a manufacturer regularly 45 engaged in the production of such materials. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-9 MAGNESIUM ANODE CATHODIC PROTECTION Page 9 of 11 1 6. Using the proper size thermite weld mold as recommended by the manufacturer, the 2 wire shall be placed between the graphite mold and the prepared metal surface. 3 7. The metal disk shall be placed in the bottom of the mold. 4 8. The cap from the weld charge container shall be removed and the contents poured 5 into the mold. 6 9. Squeeze the bottom of the weld charge container to spread ignition powder over the 7 charge. 8 10. Close the mold cover and ignite the starting powder with a flint gun. The mold 9 should be held firmly in place until all of the charge has burned and the weld has 10 cooled slightly. 11 11. Remove the thermite weld mold and gently strike the weld with a hammer to 12 remove the weld slag. 13 12. Pull on the wire to assure a secure connection. 14 13. If the weld is not secure or the wire breaks, repeat the procedure. 15 14. If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape 16 bitumastic coating and protective cap; Royston Handi-Cap, or approved equal. 17 E. Atis to Gr-a Anode Test Stations 18 1. Flush to grade Flush Mount and pole mount anode test stations shall be installed 19 as shown on the Drawings and as defined in Specification Section 33 0411. 20 2. Test stations shall be installed in a 24 inch x 24 inch x 6 inch square conerete pad. 21 3. Sufficient slack shall be coiled beneath the test station to allow for soil settlement 22 and to prevent damage to the leads during backfilling. 23 a. Additional slack shall be left in the test station riser to allow for 24 withdfawalremoval of the terminal board a minimum of 12 inches above the 25 top of the concrete pad riser for test -settlement or repair purposes. 26 F. Post Installation Backfilling of Cables 27 1. General 28 a. During the backfilling operation, cables shall be protected to prevent damage to 29 the wire insulation and conductor integrity. 30 3.5 REPAIR 31 A. Cut wires shall be spliced by using a copper compression connector. 32 1. The connection shall be completely sealed against moisture penetration by the use 33 of rubber tape, vinyl tape and Scotchkote electrical coating. 34 B. Damaged or missing test station components shall be replaced by equal components. 35 3.6 RE -INSTALLATION [NOT USED] 36 3.7 FIELD QUALITY CONTROL 37 A. Field Tests and Inspections 38 1. All components of the Cathodic Protection System shall be visually inspected by 39 the City prior to commissioning of the system. 40 3.8 SYSTEM STARTUP 41 A. General CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330412-10 MAGNESIUM ANODE CATHODIC PROTECTION Page 10 of 11 1 1. The Cathodic Protection System shall be inspected, energized and adjusted 2 (commissioned) as soon as possible after the Cathodic Protection equipment has 3 been installed. 4 B. Equipment 5 1. All Cathodic Protection testing instruments shall be in proper working order and 6 calibrated according to factory specifications. 7 C. Commissioning 8 1. The commissioning of the Cathodic Protection System shall be performed by, or 9 under the direct supervision of, the Corrosion Engineering Firm qualified to verify 10 compliance with this Specification and with the referenced corrosion control 11 standards set forth by NACE International. 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 D. Method 1. Measure native state structure -to -soil potentials along the water line using the permanent reference electrodes at each anode test station and a portable reference electrode at all other test stations and at above grade pipeline appurtenances. 2. Measure close interval, native state structure -to -soil potentials along the water lines at utilizing portable reference electrodes at intervals not exceeding 3' along the entire route. 3. Energize the Cathodic Protection System by connecting each Magnesium Anode groundbed to the pipeline lead in the test station junction box by means of a 0.01 ohm shunt. 4. Record each anode groundbed current using the shunt. 5. Allow sufficient time for the pipeline to polarize. 6. Adjust, if necessary, the Cathodic Protection current output in each anode test station to satisfy the 100 mV ..,,1afizzation shiiter-itefien of g3l1 m lvrmllive s C�E- pelafized potential corrosion protection criteria as established by NACE International standards for steel pipe. For ductile iron pipe materials record the values as measured. The primary intent of the anode systems is life extension, not satisfying NACE criterion even if it is achieved. For concrete pipe, cathodic protection is only applied to pipe segments B and C, with the goal of achieving 100mV polarization. 7. Record all final current outputs measured at each test station. 8. Verify that all electrical isolation devices are operating properly including flange isolators and casing spacers. 9. Verify that interference does not exist with foreign structures. 10. Perform joint tests with owners of the foreign structures (if any) and mitigate any interference detected. 11. If necessary, install resistance bonds to mitigate interference. 12. Interference testing coordination with the owners of foreign structures is the responsibility of the Cathodic Protection tester. E. Verification and Responsibilities 1. Contractor shall correct, at his expense, any deficiencies in materials or installation procedures discovered during the post -installation inspection. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 1 3.9 ADJUSTING [NOT USED] 2 3.10 CLEANING [NOT USED] 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION [NOT USED] 5 3.13 MAINTENANCE [NOT USED] 6 3.14 ATTACHMENTS [NOT USED] 7 8 330412-11 MAGNESIUM ANODE CATHODIC PROTECTION Page 11 of 11 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page I of 8 1 SECTION 33 0514 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. Added 1.2.A.9.C.10) 11 2. Added 1.6.A.1 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 3. Section 32 01 17 — Permanent Asphalt paving Repair 17 4. Section 32 0129 — Concrete Paving Repair 18 5. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 19 6. Section 33 05 13 —Frame, Cover and Grade Rings 20 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 21 8. Section 33 39 20 —Precast Concrete Manholes 22 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 23 10. Section 33 12 21— AWWA Rubber -Seated Butterfly Valve 24 11. Section 33 04 11 — Corrosion Control Test Station 25 12. Section 33 04 12 —Magnesium Anode Cathodic Protection System 26 1.2 PRICE AND PAYMENT PROCEDURES 27 A. Measurement and Payment 28 1. Manhole — Minor Adjustment 29 a. Measurement 30 1) Measurement for this Item shall be per each adjustment using only grade 31 rings or other minor adjustment devices to raise or lower a manhole to a 32 grade as specified on the Drawings. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 Item will be paid for at the unit price bid per each "Manhole Adjustment, 36 Minor" completed. 37 c. The price bid shall include: 38 1) Pavement removal 39 2) Excavation CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 39 40 41 42 43 44 45 46 47 48 49 3305 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 3) Hauling 4) Disposal of excess material 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 39 40 41 42 43 44 45 46 47 48 49 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 4. Inlet a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment' completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Protection Test Station a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment' completed. c. The price bid shall include: 1) Pavement removal 2) Excavation CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 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 39 40 41 42 43 44 45 46 47 48 49 3305 14 - 4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Meter Box a. Measurement 1) Minor adjustments to meter box less than 6-inches vertical shall be 28 considered subsidiary to the meter box pay item. 2) Measurement for this Item shall be per each water meter adjustment 30 required in excess of 6-inches vertically to meet a grade specified by the 31 Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Meter Box Adjustment 35 Extension" completed. c. The price bid shall include: 1) Excavation 38 2) Hauling 39 3) Disposal of excess material 40 4) Adjustment materials 41 5) Furnishing, placing and compaction of embedment and backfill 42 6) Concrete base material, as required 43 7) Surface restoration, unimproved area, as required 44 8) Clean-up 9. Miscellaneous Structure CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 3305 14 - 5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 1 a. Measurement 2 1) Measurement for this Item shall be per each adjustment requiring structural 3 modifications to said structure to a grade specified on the Drawings. 4 b. Payment 5 1) The work performed and the materials furnished in accordance with this 6 Item will be paid for at the unit price bid per each "Miscellaneous Structure 7 Adjustment" completed. 8 c. The price bid shall include: 9 1) Pavement removal 10 2) Excavation 11 3) Hauling 12 4) Disposal of excess material 13 5) Structural modifications 14 6) Furnishing, placing and compaction of embedment and backfill 15 7) Concrete base material 16 8) Permanent asphalt patch or concrete paving repair, as required 17 9) Clean-up 18 10) Shop drawing submittals 19 1.3 REFERENCES 20 A. Definitions 21 1. Minor Adjustment 22 a. Refers to a small elevation change performed on an existing manhole where the 23 existing frame and cover are reused. 24 2. Major Adjustment 25 a. Refers to a significant elevation change performed on an existing manhole 26 which requires structural modification or when a 24-inch ring is changed to a 27 30-inch ring. 28 B. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Texas Commission on Environmental Quality (TCEQ): 33 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 34 Related Structures. 35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 36 1.5 SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Shop Drawings 39 1. Furnish structural design details for existing structural modifications signed 40 and sealed by a Licensed Texas Professional Engineer in accordance with the 41 Drawings. Structural design shall include wall thickness, steel reinforcement 42 size and spacing, hooks/dowels/etc. 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 3305 14 - 6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 8 1 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 PART 2- PRODUCTS 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 MATERIALS A. Cast -in -Place Concrete 1. See Section 03 30 00. B. Modifications to Existing Concrete Structures 1. See Section 03 80 00. C. Grade Rings 1. See Section 33 05 13. D. Frame and Cover 1. See Section 33 05 13. E. Backfill material 1. See Section 33 05 10. F. Water valve box extension 1. See Section 33 12 20. G. Corrosion Protection Test Station 1. See Section 33 04 11. H. Cast -in -Place Concrete Manholes 1. See Section 33 39 10. 1. Precast Concrete Manholes 1. See Section 33 39 20. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION 32 A. Verification of Conditions CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 3305 14 - 7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 1 1. Examine existing structure to be adjusted, for damage or defects that may affect 2 grade adjustment. 3 a. Report issue to City for consideration before beginning adjustment. 4 3.3 PREPARATION 5 A. Grade Verification 6 1. On major adjustments confirm any grade change noted on Drawings is consistent 7 with field measurements. 8 a. If not, coordinate with City to verify final grade before beginning adjustment. 9 3.4 ADJUSTMENT 10 A. Manholes, Inlets, and Miscellaneous Structures 11 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 12 30-inch frame and cover assembly per TCEQ requirement. 13 2. On manhole major adjustments, inlets and miscellaneous structures protect the 14 bottom using wood forms shaped to fit so that no debris blocks the invert or the 15 inlet or outlet piping in during adjustments. 16 a. Do not use any more than a 2-piece bottom. 17 3. Use the least number of grade rings necessary to meet required grade. 18 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 19 rings. 20 b. The maximum height of adjustment shall be no more than 12 inches for any 21 combination of grade rings. If 12 inches is required, use 3 — 4 inch rings. 22 B. Valve Boxes 23 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 24 the Drawings. 25 C. Backfill and Grading 26 1. Backfill area of excavation surrounding each adjustment in accordance to Section 27 33 05 10. 28 D. Pavement Repair 29 1. If required pavement repair is to be performed in accordance with Section 32 01 17 30 or Section 32 0129. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 3305 14 - 8 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 8 of 8 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [OR] 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] 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added 9/20/2017 W. Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.b Add requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 3/11/2022 A Owen Add measurement and payment section for meter box adjustment CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 11, 2022 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 i 10 11 12 13 14 15 16 17 18 19 33 11 10-1 DUCTILE IRON PIPE Page 1 of 14 SECTION 33 1110 DUCTILE IRON PIPE A. Section Includes: 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse applications B. Deviations from this City of Fort Worth Standard Specification 1. Modified 2.2.B.4 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 0131 — 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 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 8. Section 33 1105 —Bolts, Nuts, and Gaskets 9. Section 33 11 11 —Ductile Iron Fittings 20 1.2 PRICE AND PAYMENT PROCEDURES 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Ductile Iron Pipe a. Measurement 1) Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 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 for "DIP" installed for: a) Various sizes b) Various types of backfill c) Various linings d) Various Depths, for miscellaneous sewer projects only e) Various restraints f) Various uses c. The price bid shall include: 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the Drawings 2) Mobilization CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10-2 DUCTILE IRON PIPE Page 2 of 14 1 3) Polyethylene encasement 2 4) Lining 3 5) Pavement removal 4 6) Excavation 5 7) Hauling 6 8) Disposal of excess material 7 9) Furnishing, placement and compaction of embedment 8 10) Furnishing, placement and compaction of backfill 9 11) Trench water stops 10 12) Thrust restraint, if required in Contract Documents 11 13) Bolts and nuts 12 14) Gaskets 13 15) Clean-up 14 16) Cleaning 15 17) Disinfection 16 18) Testing 17 1.3 REFERENCES 18 A. Definitions 19 1. Gland or Follower Gland 20 a. Non -restrained, mechanical joint fitting 21 2. Retainer Gland 22 a. Mechanically restrained mechanical joint fitting 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 2. American Association of State Highway and Transportation Officials (AASHTO). 28 3. American Society of Mechanical Engineers (ASME): 29 a. B 16. 1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 30 4. ASTM International (ASTM): 31 a. Al93, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 32 High Temperature or High Pressure Service and Other Special Purpose 33 Applications 34 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 35 Pressure or High Temperature Service, or Both 36 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 37 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 38 Tensile Strength. 39 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 40 Water or Other Liquids. 41 f. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 42 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 43 Steel. 44 5. American Water Works Association (AWWA): CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 - 3 DUCTILE IRON PIPE Page 3 of 14 1 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 2 Enamel and Tape - Hot Applied. 3 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 4 c. M41, Ductile -Iron Pipe and Fittings. 5 6. American Water Works Association/American National Standards Institute 6 (AWWA/ANSI): 7 a. CI04/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 8 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 9 c. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 10 d. C 115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 11 Threaded Flanges. 12 e. C150/A21.50, Thickness Design of Ductile -Iron Pipe. 13 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 14 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 15 7. NSF International (NSF): 16 a. 61, Drinking Water System Components - Health Effects. 17 8. Society for Protective Coatings (SSPC): 18 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 0133 00. 22 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 23 specials. 24 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 25 A. Product Data 26 1. Interior lining 27 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 28 C 104/A21.4, including: 29 1) Material 30 2) Application recommendations 31 3) Field touch-up procedures 32 2. Thrust Restraint 33 a. Retainer glands, thrust harnesses or any other means 34 3. Gaskets 35 a. If hydrocarbon or other special gaskets are required 36 B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or 37 for a wastewater force main for 24-inch and greater diameters, including: 38 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 39 Texas including: 40 a. Working pressure 41 b. Surge pressure 42 c. Deflection CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10-4 DUCTILE IRON PIPE Page 4 of 14 1 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 2 Professional Engineer in Texas, to verify the restraint lengths shown in the 3 Drawings. 4 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 5 Professional Engineer in Texas including: 6 a. Pipe class 7 b. Joints type 8 c. Fittings 9 d. Stationing 10 e. Transitions 11 f. Joint deflection 12 C. Certificates 13 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 14 Section, each run of pipe furnished has met Specifications, all inspections have 15 been made, and that all tests have been performed in accordance with 16 AWWA/ANSI C151/A21.51. 17 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. Manufacturers 23 a. Finished pipe shall be the product of 1 manufacturer. 24 1) Change orders, specials, and field changes may be provided by a different 25 manufacturer upon City approval. 26 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 27 under the control of the manufacturer. 28 c. Ductile Iron Pipe 29 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 30 a) Perform quality control tests and maintain results as outlined within 31 standard to assure compliance. 32 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 33 of at least 10 seconds. 34 B. Preconstruction Testing 35 1. The City may, at its own cost, subject random lengths of pipe for testing by an 36 independent laboratory for compliance with this Specification. 37 a. The compliance test shall be performed in the United States. 38 b. Any visible defects or failure to meet the quality standards herein will be 39 grounds for rejecting the entire order. 40 1.10 DELIVERY, STORAGE, AND HANDLING 41 A. Storage and Handling Requirements 42 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 43 stated in AWWA M41. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 - 5 DUCTILE IRON PIPE Page 5 of 14 1 2. Secure and maintain a location to store the material in accordance with Section 01 2 6600. 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART2- PRODUCTS 6 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 7 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 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 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. Pipe 1. Pipe shall be in accordance with AWWA/ANSI C111/A21.11, AWWA/ANSI C 150/A21.15, and AWWA/ANSI C 15 1/A21.51. 2. All pipe shall meet the requirements of NSF 61. 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or closure pieces and necessary to comply with the Drawings. 4. As a minimum the following pressures classes apply. The Drawings may specify a higher pressure class or the pressure and deflection design criteria may also require a higher pressure class, but in no case should they be less than the following: Diameter inches(psi) Min Pressure Class 3 through 12 350 14 through 20 250 24 200 30 through 64 4-50 200 5. Pipe markings shall meet the minimum requirements of AWWA/ANSI C151/A21.51. Minimum pipe markings shall be as follows: a. "DI" or "Ductile" shall be clearly labeled on each pipe b. Weight, pressure class and nominal thickness of each pipe c. Year and country pipe was cast d. Manufacturer's mark 6. Pressure and Deflection Design a. Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 - 6 DUCTILE IRON PIPE Page 6 of 14 1 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 2 CI50/A21.50, AWWA/ANSI C151/A21.51, and AWWA M41 for trench 3 construction, using the following parameters: 4 1) Unit Weight of Fill (w) = 130 pcf 5 2) Live Load = AASHTO HS 20 6 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 7 4) Bedding Conditions = Type 4 8 5) Working Pressure (Pw) = 150 psi 9 6) Surge Allowance (Ps) = 100 psi 10 7) Design Internal Pressure (Pi) = Pw + Ps or 2:1 safety factor of the actual 11 working pressure plus the actual surge pressure, whichever is greater. 12 a) Test Pressure = 13 (1) No less than 1.25 minimum times the stated working pressure (187 14 psi minimum) of the pipeline measured at the highest elevation 15 along the test section. 16 (2) No less than 1.5 times the stated working pressure (225 psi 17 minimum) at the lowest elevation of the test section. 18 8) Maximum Calculated Deflection (D,) = 3 percent 19 9) Restrained Joint Safety Factor (Sf) = 15 percent 20 c. Trench depths shall be verified after existing utilities are located. 21 1) Vertical alignment changes required because of existing utility or other 22 conflicts shall be accommodated by an appropriate change in pipe design 23 depth. 24 2) In no case shall pipe be installed deeper than its design allows. 25 7. Provisions for Thrust 26 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 27 joints when required by the Drawings, corrosion resistant joints. 28 b. In addition to the mechanical joint restraint required for all bends and fittings, 29 horizontal and vertical bends shall be restrained by concrete thrust blocking and 30 by mechanical joint restraint along the length of the pipe, as recommended by 31 the pipe manufacturer, unless shown otherwise in the design drawings. 32 Inclusion in the plans of dimensions for joint restraint lengths along the pipe, or 33 dimensions for concrete thrust blocking, shall be interpreted to mean the 34 exclusion of the other method of restraint, unless both methods are specifically 35 required in the plans. 36 c. No thrust restraint contribution shall be allowed for the restrained length of pipe 37 within the casing. 38 d. Restrained joints, when required, shall be used for a sufficient distance from 39 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 40 be developed at the design pressure of the pipe. For the purpose of thrust, the 41 following shall apply: 42 1) Valves shall be calculated as dead ends. 43 2) Design pressure shall be greater than the working pressure of the pipe or 44 the internal pressure (Pi) whichever is greater. 45 3) Restrained joints shall consist of approved mechanical restrained or push- 46 on restrained joints as listed in the City's Standard Products List as shown 47 in Section 0160 00. 48 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 49 resist thrust in accordance with the Drawings, AWWA M41, and the following: CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10-7 DUCTILE IRON PIPE Page 7 of 14 1 1) The weight of earth (We) shall be calculated as the weight of the projected 2 soil prism above the pipe, for unsaturated soil conditions. 3 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil 4 conditions 5 3) If indicated on the Drawings and the Geotechnical Borings that ground 6 water is expected, account for reduced soil density. 7 8. Joints 8 a. General — Comply with AWWA/ANSI C111/A21.11. 9 b. Push -On Joints 10 c. Mechanical Joints 11 d. Push -On Restrained Joints 12 1) Restraining Push -on joints by means of a special gasket 13 a) Only those products that are listed in Section 0160 00 14 b) The working pressure rating of the restrained gasket must exceed the 15 test pressure of the pipe line to be installed. 16 c) Approved for use of restraining Ductile Iron Pipe in casing with a 17 carrier pipe of 4-inches to 12-inches 18 d) Otherwise only approved if specially listed on the Drawings 19 2) Push -on Restrained Joint bell and spigot 20 a) Only those products list in the standard products list will be allowed for 21 the size listed in the standard products list per Section 01 60 00. 22 b) Pressure rating shall exceed the working and test pressure of the pipe 23 line. 24 e. Flanged Joints — AWWA/ANSI C115/A21.15, ASME B 16.1, Class 125 25 £ Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 125. 26 g. Field fabricated flanges are prohibited. 27 9. Gaskets 28 a. Provide Gaskets in accordance with Section 33 1105. 29 10. Isolation Flanges 30 a. Flanges required by the drawings to be Isolation Flanges shall conform to 31 Section 33 04 10. 32 11. Bolts and Nuts 33 a. Mechanical Joints 34 1) Provide bolts and nuts in accordance with Section 33 11 05. 35 b. Flanged Ends 36 1) Meet requirements of AWWA C115. 37 a) Provide bolts and nuts in accordance with Section 33 1105. 38 12. Flange Coatings 39 a. Connections to Steel Flanges 40 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 41 Tape System in accordance with Section 33 1105. 42 13. Ductile Iron Pipe Exterior Coatings 43 a. All ductile iron shall have an asphaltic coating, minimum of 1 mil thick, on the 44 pipe exterior, unless otherwise specified in the Contract Documents. 45 14. Polyethylene Encasement 46 a. All buried Ductile Iron Pipe shall be polyethylene encased. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10-8 DUCTILE IRON PIPE Page 8 of 14 1 b. Only manufacturers listed in the City's Standard Products List as shown in 2 Section 0160 00 will be considered acceptable. 3 c. Use only virgin polyethylene material. 4 d. Encasement for buried pipe shall be 8 mil linear low density (LLD) 5 polyethylene conforming to AWWA/ANSI CI05/A21.5 or 4 mil high density 6 cross -laminated (HDCL) polyethylene encasement conforming to 7 AWWA/ANSI C105/A21.5 and ASTM A674. 8 e. Marking: At a minimum of every 2 feet along its length, the mark the 9 polyethylene film with the following information: 10 1) Manufacturer's name or trademark 11 2) Year of manufacturer 12 3) AWWA/ANSI C105/A21.5 13 4) Minimum film thickness and material type 14 5) Applicable range of nominal diameter sizes 15 6) Warning — Corrosion Protection — Repair Any Damage 16 f. Special Markings/Colors 17 1) Reclaimed Water, perform one of the following: 18 a) Label polyethylene encasement with "RECLAIMED WATER", 19 b) Provide purple polyethylene in accordance with the American Public 20 Works Association Uniform Color Code; or 21 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 22 2) Wastewater, perform one of the following: 23 a) Label polyethylene encasement with "WASTEWATER"; 24 b) Provide green polyethylene in accordance with the American Public 25 Works Association Uniform Color Code; or 26 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 27 g. Minimum widths 28 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 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10-9 DUCTILE IRON PIPE Page 9 of 14 54 108 216 60 108 216 64 121 242 1 15. Ductile Iron Pipe Interior Lining 2 a. Cement Mortar Lining 3 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 4 accordance with AWWA/ANSI C 104/A21.04 and be acceptable according 5 to NSF 61. 6 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 b) Care should betaken that the joint compound is smooth without excess 17 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. 29 8) For all Ductile Iron Pipe in wastewater service where the pipe has been 30 cut, coat the exposed surface with the touch-up material as recommended 31 by the manufacturer. 32 a) The touch-up material and the lining shall be of the same manufacturer. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10-10 DUCTILE IRON PIPE Page 10 of 14 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - 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. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 12 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 13 3. Lay pipe to the lines and grades as indicated in the Drawings. 14 4. Excavate and backfill trenches in accordance with Section 33 05 10. 15 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 16 6. For installation of carrier pipe within casing, see Section 33 05 24. 17 B. Pipe Handling 18 1. Haul and distribute pipe and fittings at the project site. 19 2. Handle piping with care to avoid damage. 20 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 21 lowering into the trench. 22 b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating day: 26 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Joint Making 30 1. Mechanical Joints 31 a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. 33 b. Overstressing of bolts to compensate for poor installation practice will not be 34 permitted. 35 2. Push -on Joints 36 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 37 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 38 c. Place the gasket in the bell in the position prescribed by the manufacturer. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 - 11 DUCTILE IRON PIPE Page I i of 14 1 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 2 gasket and the outside of the spigot prior to entering the spigot into the bell. 3 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 4 conform to AWWA C600. 5 3. Flanged Joints 6 a. Use erection bolts and drift pins to make flanged connections. 7 1) Do not use undue force or restraint on the ends of the fittings. 8 2) Apply even and uniform pressure to the gasket. 9 b. The fitting must be free to move in any direction while bolting. 10 1) Install flange bolts with all bolt heads faced in one direction. 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines and grades and shown in the Drawings. b. The deflection of each joint must be in accordance with AWWA C600 Table 3 c. The maximum deflection allowed is 50 percent of that indicated in AWWA C600. d. The manufacturer's recommendation may be used with the approval of the Engineer. D. Polyethylene Encasement Installation Preparation a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to installation of polyethylene encasement. 1) Prevent soil or embedment material from becoming trapped between pipe and polyethylene. b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase with minimum space between polyethylene and pipe. 1) Provide sufficient slack in contouring to prevent stretching polyethylene where it bridges irregular surfaces such as bell -spigot interfaces, bolted joints or fittings and to prevent damage to polyethylene due to backfilling operations. 2) Secure overlaps and ends with adhesive tape and hold. c. For installations below water table and/or in areas subject to tidal actions, seal both ends of polyethylene tube with adhesive tape at joint overlap. 2. Tubular Type (Method A) a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent pipe section and bunching it accordion -fashion lengthwise until it clears pipe ends. c. Lower pipe into trench and make up pipe joint with preceding section of pipe. d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched polyethylene from preceding length of pipe, slip it over end of the new length of pipe and wrap until it overlaps joint at end of preceding length of pipe. f. Secure overlap in place. g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel of pipe, securing fold at quarter points. h. Repair cuts, tears, punctures or other damage to polyethylene. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 14 1 i. Proceed with installation of next pipe in same manner. 2 3. Tubular Type (Method B) 3 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 4 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 5 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 6 of pipe, securing fold at quarter points; secure ends. 7 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 8 proceeding pipe section, bunching it accordion -fashion lengthwise. 9 e. After completing joint, pull 3-foot length of polyethylene over joint, 10 overlapping polyethylene previously installed on each adjacent section of pipe 11 by at least 1 foot; make each end snug and secure. 12 4. Sheet Type 13 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 14 section. 15 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 16 it until it clears the pipe ends. 17 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 18 quadrant of pipe. 19 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 20 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 21 of pipe. 22 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 23 g. After completing joint, make overlap and secure ends. 24 h. Repair cuts, tears, punctures or other damage to polyethylene. 25 i. Proceed with installation of next section of pipe in same manner. 26 5. Pipe -Shaped Appurtenances 27 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 28 polyethylene in same manner as pipe and fittings. 29 6. Odd -Shaped Appurtenances 30 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 31 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 32 sheet under appurtenances and bringing it up around body. 33 b. Make seams by bringing edges together, folding over twice and taping down. 34 c. Tape polyethylene securely in place at the valve stem and at any other 35 penetrations. 36 7. Repairs 37 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 38 or with short length of polyethylene sheet or cut open tube, wrapped around 39 fitting to cover damaged area and secured in place. 40 8. Openings in Encasement 41 a. Provide openings for branches, service taps, blow -offs, air valves and similar 42 appurtenances by making an X-shaped cut in polyethylene and temporarily 43 folding back film. 44 b. After appurtenance is installed, tape slack securely to appurtenance and repair 45 cut, as well as other damaged area in polyethylene with tape. 46 c. Service taps may also be made directly through polyethylene, with any 47 resulting damaged areas being repaired as described above. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 - 13 DUCTILE IRON PIPE Page 13 of 14 1 9. Junctions between Wrapped and Unwrapped Pipe: 2 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 3 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 4 b. Secure end with circumferential turns of tape. 5 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 6 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 7 3.5 REPAIR/RESTORATION 8 A. Patching 9 1. Excessive field -patching is not permitted of lining or coating. 10 2. Patching of lining or coating will be allowed where area to be repaired does not 11 exceed 100 square inches and has no dimensions greater than 12 inches. 12 3. In general, there shall not be more than 1 patch on either the lining or the coating of 13 any 1 joint of pipe. 14 4. Wherever necessary to patch the pipe: 15 a. Make patch with cement mortar as previously specified for interior joints. 16 b. Do not install patched pipe until the patch has been properly and adequately 17 cured and approved for laying by the City. 18 5. Promptly remove rejected pipe from the site. 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL 21 A. Potable Water Mains 22 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 23 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 24 main as specified in Section 33 04 40. 25 B. Wastewater Lines 26 1. Closed Circuit Television (CCTV) Inspection 27 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 10 -14 DUCTILE IRON PIPE Page 14 of 14 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.l.b. —Updated Payment types 1.3 — Added definitions of gland types for clarity 2.2.13.9, 10, 11 and 12 — Added reference to Section 33 11 05 and removed material specification for bolts, nuts and gaskets 12/9/2022 W Norwood 2.2 B. 7. Revised "Provisions for Thrust" section CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 9, 2022 33 11 14- 1 BURIED STEEL PIPE AND FITTINGS Page 1 of 31 1 SECTION 33 11 14 2 BURIED STEEL PIPE AND FITTINGS 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 36 29. Modified 2.2.C.1.m 9 2. Modified 1.3.A.4.a 37 30. Added 2.2.C.2.b.1 and 2. 10 3. Added 1.3.A.4.2 38 31. Modified 2.2.C.2.c 11 4. Added 1.3.A.6.i & k 39 32. Modified 2.2.C.2.d 12 5. Added 1.3.A.12.f 40 33. Modified 2.2.C.4.a & e 13 6. Modified 1.6.B.1.a.1 41 34. Modified 2.2.C.5.a 14 7. Modified 1.6.B.3.a 42 35. Modified 2.2.C.6.b 15 8. Added 1.6.13.3.1 43 36. Modified 2.2.C.8.a 16 9. Modified 1.6.C.1 44 37. Modified 2.2.C.9.c.3.b.1 17 10. Added 1.6.C.1.h & i 45 38. Modified 2.2.C.9.c.8 18 11. Modified 1.9.A.l.a, c, and d 46 39. Modified 2.2.C.9.d.1 19 12. Modified 1.10.A.4.d.4 47 40. Modified 2.2.C.9.e.3 & 6 20 13. Modified 2.2.B.2.a.1 48 41. Modified 2.2.C.10.b.9 21 14. Deleted 2.2.B.2.a.1.k.1 49 42. Added 2.2.C.11 22 15. Modified 2.2.B.2.a.1.k.2 & 3 50 43. Added 2.4.D.2.e 23 16. Deleted 2.2.B.2.b.l.a 51 44. Deleted 2.4.D.3 24 17. Added 2.2.B.2.b.l.c 52 45. Modified 3.4.A.1 25 18. Modified 2.2.B.3.a 53 46. Modified 3.4.13.2 26 19. Modified 2.2.B.3.b.1 & 3 54 47. Added 3.4.C.3 27 20. Modified 2.2.13.4 55 48. Modified 3.4.D.l.d 28 21. Modified 2.2.B.7.a & e 56 49. Modified 3.4.D.2.a.3 29 22. Modified 2.2.B.8.b 57 50. Modified 3.4.E.6 30 23. Modified 2.2.13.10 58 51. Added 3.4.G.1.a.4 31 24. Modified 2.2.B.1l.a.2 59 52. Modified 3.4.G.l.c 32 25. Added 2.2.B.1l.a.5 60 53. Modified 3.4.G.I.d 33 26. Modified 2.2.B.12.b, c, & d 61 54. Modified 3.5.A 34 27. Added 2.2.13.13 62 55. Deleted 3.5.A.l.a 35 28. Added 2.2.C.1.e.10 63 56. Added 3.7.A.3.a.1-6 64 C. Related Specification Sections include, but are not necessarily limited to: CITY OF FORT WORTH Bonds Ranch Road fi-onWagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 1 2 3 4 5 6 7 8 33 11 14-2 BURIED STEEL PIPE AND FITTINGS Page 2 of 31 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 0131 — 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 9 1.2 PRICE AND PAYMENT PROCEDURES 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Measurement and Payment 1. Buried Steel Pipe a. Measurement 1) Measured horizontally along the surface from center line to center line 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" will be paid for at the unit price bid per linear foot of "Steel AWWA C200 Pipe" installed for: a) Various sizes b) Various type of backfill c. The price bid shall include: 1) Furnishing and installing Buried Steel 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) Thrust restraint 11) Bolts and nuts 12) Welding 13) Gaskets 14) Furnishing, placement and compaction of backfill 15) Trench water stops 16) Clean-up 17) Cleaning 18) Disinfection 19) Testing 2. Buried Steel Pipe Fittings a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14-3 BURIED STEEL PIPE AND FITTINGS Page 3 of 31 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 3 lump sum price bid for "Steel Fittings". 4 c. The price bid shall include: 5 1) Furnishing and installing Buried Steel Pipe with joints as specified by the 6 Drawings 7 2) Mobilization 8 3) Coating 9 4) Lining 10 5) Pavement removal 11 6) Excavation 12 7) Hauling 13 8) Disposal of excess material 14 9) Furnishing, placement and compaction of embedment 15 10) Thrust restraint 16 11) Bolts and nuts 17 12) Welding 18 13) Gaskets 19 14) Furnishing, placement and compaction of backfill 20 15) Trench water stops 21 16) Clean-up 22 17) Cleaning 23 18) Disinfection 24 19) Testing 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. American Architectural Manufacturers Association (AASHTO). 31 3. American Society of Mechanical Engineers (ASME): 32 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250). 33 4. ANSI International (ASTM): 34 a. , 35 Tensile Stfe A193, Standard Specification for Alloy -Steel and 36 Stainless Steel Bolting for High -Temperature or High -Pressure Service 37 and Other Special Purpose Application. 38 b. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 39 c. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 40 Steel. 41 d. C33, Standard Specifications for Concrete Aggregates. 42 e. C 144, Standard Specification for Aggregate for Masonry Mortar. 43 f. C 150, Standard Specification for Portland Cement. 44 g. C595, Standard Specification for Blended Hydraulic Cements 45 h. C216, Standard Specification for Facing Brick (Solid Masonry Units Made 46 from Clay or Shale). CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 4 BURIED STEEL PIPE AND FITTINGS Page 4 of 31 1 i. D16, Standard Terminology for Paint, Related Coatings, Materials, and 2 Applications. 3 j. D242, Standard Specification for Mineral Filler for Bituminous Paving 4 Mixtures. 5 k. DD522, Standard Test Methods for Mandrel Bend Test of Attached Organic 6 Coatings. 7 1. D2240, Standard Test Method for Rubber Property-Durometer Hardness. 8 m. D4541, Standard Test Method for Pull -Off Strength of Coatings Using Portable 9 Adhesion Testers. 10 n. E165, Standard Practice for Liquid Penetrant Examination for General Industry. 11 5. American Welding Society (AWS) 12 a. DLI, Structure Welding Code -Steel. 13 6. American Water Works Association (AWWA): 14 a. C200, Steel Water Pipe - 6 Inches and Larger. 15 b. C205, Cement Mortar Protective Lining and Coating for Steel Water Pipe 4 Ins 16 and Larger Shop -Applied. 17 c. C206, Field Welding of Steel Water Pipe. 18 d. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN 19 e. C208, Dimensions for Fabricated Steel Water Pipe Fittings. 20 £ C210, Liquid -Epoxy Coating Systems for the Interior and Exterior of Steel 21 Water Pipelines. 22 g. C216, Heat Shrinkable Cross -Linked Polyolefin Coatings for the Exterior of 23 Special Sections, Connections, and Fittings for Steel Water Pipelines 24 h. C222, Polyurethane Coatings for the Interior and Exterior of Steel Water Pipe 25 and Fittings 26 i. M11, Steel Pipe - A Guide for Design and Installation. 27 j. C217, Petrolatum and Petroleum Wax Tape Coating for the Exterior of 28 Special Sections, Connection, and Fittings for Steel Water Pipelines 29 k. C604, Installation of Steel Water Pipe 30 7. American Water Works Association/American National Standards Institute 31 (AWWA/ANSI): 32 a. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 33 Fittings. 34 8. International Organization for Standardization (ISO). 35 9. NACE International (MACE): 36 a. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on 37 Conductive Substrates. 38 10. NSF International (NSF): 39 a. 61, Drinking Water System Components -Health Effects. 40 I t . Spray Polyurethane Foam Alliance (SPFA). 41 12. Society for Protective Coatings (SSPC)/National Associate of Corrosion Engineers 42 (NACE) 43 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 44 b. SP 1, Solvent Cleaning. 45 c. SP 2, Hand Tool Cleaning. 46 d. SP 3, Power Tool Cleaning. 47 e. SP 5 White Metal Abrasive Blast CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 5 BURIED STEEL PIPE AND FITTINGS Page 5 of 31 1 13. Society for Protective Coatings/National Associate of Corrosion Engineers 2 (S SPC/NACE) 3 a. SP 10/NACE No. 2, Near -White Blast Cleaning. 4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 5 1.5 SUBMITTALS 6 A. Submittals shall be in accordance with Section 0133 00. 7 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 8 specials. 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 10 A. Product Data 11 1. Exterior Coating 12 a. Material data 13 b. Application recommendations 14 c. Field touch-up procedures 15 2. Heat Shrink Sleeves, if applicable 16 a. Material data 17 b. Installation recommendations 18 3. Joint Wrappers, if applicable 19 a. Material data 20 b. Installation recommendations 21 4. Mixes 22 a. Mortar for interior joints and patches 23 b. Bonding agents for patches 24 5. Gaskets 25 B. Shop Drawings 26 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 27 Texas including: 28 a. Internal pressure 29 1) Maximum design working pressure 30 2) Surge pressure 31 b. External pressure 32 1) Deflection 33 2) Buckling 34 3) Extreme loading conditions 35 c. Special physical loading such as supports or joint design 36 d. Thermal expansion and/or contraction 37 2. Thrust restraint calculations for all fittings and valves including the restraint length 38 sealed by a Licensed Professional Engineer in Texas to verify the restraint lengths 39 shown in the Drawings. 40 3. Fabrication and lay drawings showing a schematic location with profile and a 41 tabulated layout schedule that is sealed by a Licensed Professional Engineer in 42 Texas and includes: 43 a. Pipe wall thickness CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 6 BURIED STEEL PIPE AND FITTINGS Page 6 of 31 1 b. Joint types 2 c. Fittings 3 d. Outlets 4 e. Thrust Restraint 5 f. Stationing (in accordance with the Drawings) 6 g. Transitions 7 h. Joint deflection 8 i. Interior lining 9 j. Outlet locations for welding, ventilation, and access 10 k. Welding requirements and provisions for thermal stress control 11 1. Contractor's proposed field welding procedure in accordance with AWWA 12 C206 and AWS D1.1 13 C. Certificates and Test Reports 14 1. Prior- to Within 30 days of shipment of the pipe, the pipe manufacturer shall submit 15 the following: 16 a. A Certificate of Adequacy of Design stating that the pipe to be furnished 17 complies with AWWA C200, AWWA C205, AWWA C210, AWWA C222 18 and these Specifications. 19 b. Copies of results of factory hydrostatic tests shall be provided to the Engineer. 20 c. Mill certificates, including chemical and physical test results for each heat of 21 steel. 22 d. A Certified Test Report from the polyurethane coating manufacturer indicating 23 that the coatings were applied in accordance with manufacturer's requirements 24 and in accordance with this Specification. 25 e. Certified test reports for welder certification for factory and field welds in 26 accordance with AWWA C200, Section 4.11. 27 £ Certified test reports for cement mortar tests. 28 g. Certified test reports for steel cylinder tests. 29 h. Certified test reports for factory welds of fittings from an independent 30 certified welding inspector, not employed by the pipe manufacturer. 31 i. Certified test report for field welds from an independent certified welding 32 inspector, not employed by the pipe manufacturer. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. Qualifications 37 1. Manufacturers 38 a. Shall be certified under S.P.F.A. or I.S.O. 9001 quality certification program 39 for steel pipe and accessory manufacturing 40 b. Finished pipe shall be the product of 1 manufacturer. 41 c. Pipe and fitting manufacturing operations (pipe, lining and coatings) shall be 42 performed under the control of the manufacturer. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 7 BURIED STEEL PIPE AND FITTINGS Page 7 of 31 1 d. The pipe manufacturer shall not have less than 5 years successful experience 2 manufacturing pipe, including the lining and coating, to AWWA Standards of 3 the particular type and size indicated or demonstrate an experience record that 4 is satisfactory to the Engineer and City. 5 1) This experience record will be thoroughly investigated by the Engineer, and 6 acceptance will be at the sole discretion of the Engineer and City. 7 2) Pipe manufacturing operations (pipe, fittings, lining, coating) shall be 8 performed under the control of the manufacturer 9 e. Manufacture pipe in accordance with the latest revisions of AWWA C200, 10 AWWA C205, AWWA C210 and AWWA C222. 11 1.10 DELIVERY, STORAGE, AND HANDLING 12 A. Packing 13 1. Prepare pipe for shipment to: 14 a. Afford maximum protection from normal hazard of transportation 15 b. Allow pipe to reach project site in an undamaged condition 16 2. Pipe damaged in shipment shall not be delivered to the project site unless such 17 damaged pipe is properly repaired. 18 3. After the completed pipe and fittings have been removed from the final cure at the 19 manufacturing plant: 20 a. Protect pipe lining from drying by means of plastic end covers banded to the 21 pipe ends. 22 b. Maintain covers over the pipe ends at all times until ready to be installed. 23 c. Moisture shall be maintained inside the pipe by periodic addition of water, as 24 necessary. 25 4. Pipes shall be carefully supported during shipment and storage. 26 a. Pipe, fittings and specials shall be separated so that they do not bear against 27 each other and the whole load shall be securely fastened to prevent movement 28 in transit. 29 b. Ship pipe on padded bunks with tie -down straps approximately over stulling. 30 c. Store pipe on padded skids, sand or dirt berms, tires or other suitable means to 31 protect the pipe from damage. 32 d. Each end of each length of pipe, fitting or special and the middle of each pipe 33 joint shall be internally supported and braced with stulls to maintain a true 34 circular shape. 35 1) Internal stulls shall consist of timber or steel firmly wedged and secured so 36 that stulls remain in place during storage, shipment and installation. 37 2) Pipe shall be rotated so that 1 Stull remains vertical during storage, 38 shipment and installation. 39 3) At a minimum, stulls shall be placed at each end and center. 40 a) Additional stulls may be required depending upon the length of the 41 joints and pipe design. 42 4) Stulls shall not be removed until backfill operations are complete_ 43 , ' 44 satisfaetion that r-emoval of stalls A4H not adversely affeet pipe 45 instatlation. 46 i. Pipe shall be stulled as required to maintain roundness of +/-1%, or 47 DZ/4,000 (inches), whichever is less, during shipping and handling. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 8 BURIED STEEL PIPE AND FITTINGS Page 8 of 31 1 B. Delivery, Handling, and Storage 2 1. Once the first shipment of pipe has been delivered to the site, the Engineer and the 3 Contractor shall inspect the pipe's interior coating for excessive cracking. 4 2. If excessive cracking is found, the Contractor shall modify shipping procedures to 5 reduce or eliminate cracking. 6 3. Deliver, handle and store pipe in accordance with the manufacturer's 7 recommendations to protect coating systems. 8 4. Secure and maintain a location to store the material in accordance with Section 01 9 6600. 10 1.11 FIELD CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [NOT USED] 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 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 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 0125 00. B. Materials 1. General a. Pipe shall be manufactured in accordance with the latest revisions of AWWA C200, AWWA C205, AWWA C210 and AWWA C222. b. All pipe lining material in contact with potable water shall meet the requirements of NSF 61. 2. Exterior Polyurethane Coating a. For Pipe: 1) Polyurethane Coating shall be factory applied and meet the requirements of AWWA C222. Use a Coating Standard ASTM D16, Type V system which is a 100 percent solids, 2-component polyurethane (or 2-package polyisocyanate, polyol-cured urethane) coating. Polyurethane shall meet the minimum laboratory testing standards. a) Components shall have balanced viscosities in their liquid state and shall not require agitation during use. b) Conversion to Solids by Volume: 97 percent f 3 percent c) Temperature Resistance: Minus 40 degrees F and plus 150 degrees F d) Minimum Adhesion: 1500 psi, when applied to steel pipe which has been blasted to comply with SSPC SP 10/NACE No. 2 (1) Cure Time: For handling in 2-3 minutes at 120 degrees F and full cure within 7 days at 70 degrees F CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 9 BURIED STEEL PIPE AND FITTINGS Page 9 of 31 1 e) Maximum Specific Gravities 2 (1) Polyisocyanate resin, 1.20 3 (2) Polyol resin, 1.15 4 f) Minimum Impact Resistance: 80 inch -pounds using 1-inch diameter 5 steel ball 6 g) Minimum Tensile Strength: 2000 psi 7 h) Hardness: Minimum Durometer hardness of 65 on the Shore D scale in 8 accordance with ASTM D2240 9 i) Flexibility Resistance 10 (1) ASTM D522 using 1-inch mandrel 11 (2) Allow coating to cure for 7 days. 12 (3) Perform testing on test coupons held for 15 minutes at temperature 13 extremes specified above. 14 j) Dry Film Thickness: 35 mils 15 k) Coating shall be a self priming, plural component, 100 percent solids, 16 non -extended polyurethane, suitable for burial or immersion and shall 17 be: 18 19 20 (2) Durashield 110, Durashield 210, or Durashield 310 as 21 manufactured by LifeLast, Inc., or 22 (3) Carboline Polygard 777 or 777PL 23 2) The coating manufacturer shall have a minimum of 5 years experience in 24 the production of this type coating. 25 b. For Specials, Fittings, Repair and Connections 26 1) Provide shop -applied and field -applied coating as follows: 27 a) Corropipe 11 Omni, and GP H (E) Touch Up, respeetivety, as 28 manufaetuFed by Madison Chemieal industries, 29 b) Durashield 110, 210, 310, or Durashield 310 JARS as manufactured by 30 LifeLast, Inc., or 31 c) Carboline Polygard 777 or 777PL 32 d) Properties specified above. 33 e) Mix and apply polyurethane coatings in accordance with the coating 34 manufacturer's recommendations. 35 3. Cement Mortar Linings 36 a. Cement mortar linings shall be shop -applied (plant -spun). 37 b. Shop -applied cement mortar linings shall conform to the requirements of 38 AWWA C205 with the following modifications: 39 1) Sand used for cement mortar shall be silica sand ASTM C33 and shall not 40 leach in water. 41 2) Curing of the linings shall conform to the requirements of AWWA C205. 42 3) Cement mortar linings shall be dense and smooth without bumps, 43 blisters, ridges, or spalling, to the satisfaction of the Engineer. Lining 44 shall be in intimate contact with steel cylinder and shall not have a 45 drumming sound when tapped. 46 4. Gaskets 47 1) Flange gaskets in accordance with AWWA C207. 0-ring gaskets in 48 accordance with AWWA C200. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 331114-10 BURIED STEEL PIPE AND FITTINGS Page 10 of 31 1 2) Provide Gaskets in accordance with Section 33 1105. 2 5. Bolts and Nuts 3 a. Flanged Ends 4 1) Flange in accordance with AWWA C207. 5 2) Provide bolts and nuts in accordance with Section 33 11 05. 6 6. Flange Coatings 7 a. Flange Coatings in accordance with Section 33 1105. 8 7. Steel shall: 9 a. Meet the requirements of AWWA C200 (42,000 psi minimum yield strength) 10 b. Be of continuous casting 11 c. Be homogeneous 12 d. Be suitable for field welding 13 e. Be fully killed 14 f. Be fine austenitic grain size 15 8. Bend Fittings 16 a. Fabricate all fittings from hydrostatically tested pipe. 17 b. All bend fittings shall be long radius to permit easy passage of pipeline pigs. 18 All bend fittings shall have a minimum radius of 2.5 times the diameter. 19 9. Threaded Outlets 20 a. Where outlets or taps are threaded, Threaded with CC Threads and furnish and 21 install brass bushings for the outlet size indicated. 22 10. Weld Lead Outlets 23 a. Use of threaded outlets for access for weld leads is permitted. 24 b. Additional outlet configurations shall be approved by the Engineer. 25 c. Outlets shall be welded after use and covered with a heat shrink sleeve. 26 11. Mixes 27 a. Mortar for Joints 28 1) Mortar shall be 1 part cement to 2 parts sand. 29 2) Cement shall be ASTM C150, Type I or Type II or ASTM C595 Type IL 30 Cement. 31 3) Sand shall be of sharp silica base. 32 a) Sand shall conform to ASTM C 144. 33 4) Interior joint mortar shall be mixed with as little water as possible so that 34 the mortar is very stiff, but workable. 35 5) Exterior joint mortar shall be mixed to the consistency of a thick 36 cream. 37 6) Water for cement mortar shall be from a potable water source. 38 7) Mortar for patching shall be as per interior joints. 39 b. Bonding Agent 40 1) Bonding Agent for Cement Mortar Lining must meet NSF 61, if cement 41 lining is in contact with potable water. 42 2) Bonding agent for cement mortar lining patching shall be: 43 a) Probond Epoxy Bonding Agent ET-150, parts A and B 44 b) Sikadur 32 Hi -Mod, or 45 c) Approved equal 46 12. Heat Shrink Sleeves for Polyurethane Coated Steel Pipe 47 a. Primer: Provide as recommended by the sleeve manufacturer. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 331114-11 BURIED STEEL PIPE AND FITTINGS Page I i of 31 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 type 5 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 7 covalence 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 material 10 recovery as recommended by the manufacturer. 11 1) Standard recovery sleeve shall be used for welded or bell and spigot 12 'o� ints. 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 3) Width to take into consideration shrinkage of the sleeve due to installation 18 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 ' pehei,-� Berry CPG — Covalence: Water Wrap - WAB 22 3) Approved eguzal 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 28 at a minimum of two inches thick and thick enough to have a larger 29 outside diameter than the bell (including heat shrink sleeve). The intent of 30 the mortar coating is to allow the pipe to be installed by skidding on rails. 31 The Manufacturer shall design the mortar bands and reinforcement 32 sufficiently to prevent damage to the coatinn from the installation process. 33 C. Performance / Design Criteria 34 1. Pipe Design 35 a. Steel pipe shall be designed, manufactured and tested in conformance with 36 AWWA C200, AWWA M11 and these Specifications. 37 b. Sizes and pressure classes (working pressure) shall be as shown below. 38 c. For the purpose of pipe design, the transient pressure plus working pressure 39 shall be as indicated below. 40 d. Fittings, specials and connections shall be designed for the same pressures as 41 the adjacent pipe. 42 e. Pipe design shall be based on trench conditions and the design pressure in 43 accordance with AWWA Ml 1; using the following parameters: 44 1) Unit Weight of Fill (W) = 130 pounds per cubic foot 45 2) Live Load 46 a) = AASHTO HS 20, at all locations except at railroads 47 b) = Cooper E80, at Railroads 48 3) Trench Depth = As indicated in the Drawings CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 12 BURIED STEEL PIPE AND FITTINGS Page 12 of 31 1 4) Deflection Lag Factor (DI) = 1.0 2 5) Coefficient (K) = 0.10 3 6) Maximum Calculated Deflection: 4 a) Dx = 3 percent (for polyurethane coated pipe) 5 b) Dx = 2 percent (for cement mortar coated pipe) 6 7) Soil Reaction Modulus (E') < 1,000 7 8) Working Pressure = 150 psi 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 9) Surge Allowance = 100 psi, minimum 15 a) Where Total Pressure (including surge) = 150 psi + 100 psi = 250 psi 16 10) Design pipe for full vacuum conditions without buckling or damage to 17 lining, coating, or pipe Joints. 18 f. Fittings and specials shall be: 19 1) Designed in accordance with AWWA C208 and AWWA M11 except that 20 crotch plates shall be used for outlet reinforcement for all Pressure 21 Diameter Values, PDV, greater than 6,000. 22 g. Where the pipe requires additional external support to achieve the specified 23 maximum deflection, the Contractor and pipe sup (with concurrence 24 from the pipe manufacturer) will be required to furnish alternate methods for 25 pipe embedment. 26 1) No additional compensation will be made to the Contractor by the Owner 27 where this method is required. 28 h. Trench depths indicated shall be verified after existing utilities are located. 29 1) Vertical alignment changes required because of existing utility or other 30 conflicts shall be accommodated by an appropriate change in pipe design 31 depth. 32 2) In no case shall pipe be installed deeper than its design allows. 33 i. Field fabrication or cutting is not allowed, unless otherwise approved by the 34 City. 35 2. Provisions for Thrust 36 a. Thrust at bends, tees or other fittings shall be resisted by restrained joints. 37 1) Thrust at bends adjacent to casing shall be restrained by welding joints 38 through the casing and a sufficient distance each side of the casing. 39 2) The distance for thrust restraint shown on the Drawings is the minimum 40 restraint and does not relieve the manufacturer from calculating the restraint 41 needs as specified herein. 42 a) In no case shall the restrained distance be less than indicated on the 43 Drawings. 44 b. Restrained joints shall be used a sufficient distance from each side of the bend, 45 tee, plug or other fitting to resist thrust which develops at the design pressure of 46 the pipe. 47 1) At a minimum, all fittings and specials with outlets shall be welded to 48 connecting pipes regardless of if the fittings are indicated to be 49 restrained in the Drawings. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 45 46 47 331114-13 BURIED STEEL PIPE AND FITTINGS Page 13 of 31 2) Weld all joints at vertical and horizontal points of inflection regardless of if those locations are indicated to be restrained in the Drawings. 3) Weldindrestraint) of joints on curved pipe sections (with minimum radius shown on Drawings) are not required to be restrained, unless called out on Drawings, or if thrust design warrants. c. Restrained joints shall consist of welded joints (or flanged joints if shown on the Drawings). d. The length of pipe designed with restrained joints to resist thrust shall be verified by the pipe manufacturer in accordance with AWWA M11 and the following: 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 = 44,0130 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: L= PA(1—cosA)-- f (2We+ Wp + WW) A = Deflection angle L = Length of pipe to be restrained on each side P = internal pressure (working pressure plus surge allowance) A = Cross sectional area of pipe steel cylinder I.D. We = Weight of prism of soil over the pipe Wp = Weight of pipe WW = Weight of water f = Coefficient of friction between pipe and soil 3. Inside Diameter a. The inside diameter, including the cement -mortar lining, shall be a minimum of the nominal diameter of the pipe specified, unless otherwise indicated on the Drawings. 4. Wall Thickness a. The minimum pipe wall steel thickness shall be as designed, but not less than 0.188 inches 0.25 inehes 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. b. Where indicated on the Drawings, pipe and fittings shall have thicker steel pipe wall. c. The minimum steel wall thickness shall also be such that the fiber stress shall not exceed: CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 14 BURIED STEEL PIPE AND FITTINGS Page 14 of 31 1 1) 50 percent of the minimum yield strength of the steel for working pressure 2 and 3 2) 75 percent of the minimum yield strength of the steel at the maximum 4 pressure (including transient pressure), nor the following, at the specified 5 working pressure: 6 CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 33 11 14 - 15 BURIED STEEL PIPE AND FITTINGS Page 15 of 31 Pipe Type Maximum Stress at Working Pressure Polyurethane Coated Steel 23,000 psi Mortar Coated Steel NOT USED d. Pipe which is placed in casing or tunnel shall have a minimum pipe wall steel thickness of 0.375 inches or pipe D/144, whichever is greater, where D is the nominal pipe diameter. e. Pipe, fittings and specials shall be designed such that the maximum stresses in the pipe due to thrust loading will not exceed 4$,000 23,000 psi. 5. Seams a. Except for mill -type pipe, the piping shall be made from steel plates or coils rolled into cylinders or sections thereof with the longitudinal and girth seams butt welded or shall be spirally formed and butt welded. 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. 6. Joint Length a. Maximum joint length shall not exceed 50 feet. b. Maximum joint length of steel pipe installed in casing shall meet the profed requirements -not exceed 25 feet. c. Manufactured random segments of pipe will not be permitted for straight rttns of pipe. 1) Closing piece segments, however, shall be acceptable. 7. Joint Bonds, Insulated Connections and Flange Gaskets a. Joint Bonds, Insulated Connection, and Flange Gaskets shall be in accordance with Section 33 04 10. 8. Bend Fittings a. All bend fittings shall be long radius (minimum 2.5 times the pipe ID) to permit passage of pipeline pigs. 9. Pipe Ends a. Pipe ends shall be: 1) Lap welded slip joints 2) Butt strap joint 3) Flanged joint 4) Flexible coupled joint 5) Roll groove gasket joint b. Pipe ends shall be welded or harnessed where indicated and as necessary to resist thrust forces. 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. c. Rubber Gasket Joint 1) Rubber gasketed joints (O-ring or Carnegie Joints) will only be allowed for pipe sizes 54-inch diameter and smaller. 2) Joints shall conform to AWWA C200 standard. 3) The joints shall consist of: a) Bell CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 331114-16 BURIED STEEL PIPE AND FITTINGS Page 16 of 31 1 (1) Flared bell end formed and sized by forcing the pipe or a plug die 2 or by expanding on segmental dies. 3 b) Spigot 4 (1) Rolled spigot or carnegie shaped steel joint ring in accordance with 5 AWWA C200 and as shown as Item A or B in Figure 6-1 of the 6 AWWA M11 Fifth Edition. 7 4) The welded area of bell and spigot pipe ends shall be checked after forming 8 by the dye penetrant or magnetic particle method. 9 5) The difference in diameter between the interior diameter (I.D.) of the bell 10 and the outer diameter (O.D.) of the spigot shoulder at point of full 11 engagement with an allowable deflection shall be no more than 0.04 inches 12 as measured on the circumference with a diameter tape. 13 6) The gasket shall have sufficient volume to approximately fill the area of the 14 groove and shall conform to AWWA C200. 15 7) The joint shall be suitable for the specified test and/or surge pressure and 16 deflection. 17 8) Joints shall be of clearances such that water tightness shall be provided 18 under all operating and test conditions with a pipe diameter deflection 19 of five percent. 20 9) Joints shall be electrically continuous. 21 d. Lap Welded Slip Joint 22 1) Lap welded slip joint shall be provided in all locations for pipe larger than 23 48-inches and where joints are welded for thrust restraint. 24 2) Lap welded slip joints may be welded from the inside or outside. 25 3) Ends of pipe, fittings and specials for field welded joints shall be prepared 26 with 1 end expanded in order to receive a plain end making a bell and plain 27 end type of joint. 28 a) Clearance between the surfaces of lap joints shall not exceedl/8 inch at 29 any point around the periphery. 30 4) In addition to the provisions for a minimum lap of 1 t/2 inches as specified in 31 AWWA C200, the depth of bell shall be such as to provide for a minimum 32 distance of 1 inch between the weld and the nearest tangent of the bell 33 radius when welds are to be located on the inside of the pipe. 34 e. Fittings with Flanges 35 1) Flanged joints shall be provided at connections to valves and where 36 indicated on the Drawings. 37 2) Ends to be fitted with slip-on flanges shall have the longitudinal or spiral 38 welds ground flush to accommodate the type of flanges provided. 39 3) Pipe flanges and field welding of flanges to steel pipe shall conform to the 40 requirements of AWWA C207 and AWWA C206. 41 4) Pipe flanges shall be of rated pressure equal to or greater than the adjacent 42 pipe class. 43 5) Flanges shall match the fittings or appurtenances which are to be attached. 44 6) Flanges shall be Class E with 275 psi er-k: efdanee 45 A VWA C207 and drilled i . er n,o,,,;di, Hoar Btu t 'lass 125 f r 46 areas designated with a 225 test ...-.-.-.-.-. Flanges shall be Class E for 47 working pressure up to 275 psi in accordance with AWWA C207 and 48 as needed to match appurtenances. Drillings per AWWA C207 or as 49 needed to match valves or equipment CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 17 BURIED STEEL PIPE AND FITTINGS Page 17 of 31 1 7) When Isolation Flanges are required by the Drawings, Drillings shall 2 accommodate the required spacing for mylar sleeves according to Section 3 33 04 10. 4 f. Flexible Couplings 5 1) Flexible couplings shall be provided where specified on the Drawings. 6 2) Ends to be joined by flexible couplings shall be: 7 a) Plain end type, prepared as stipulated in AWWA C200. 8 b) Welds on ends to be joined by couplings shall be ground flush to 9 permit slipping the coupling in at least 1 direction to clear the pipe 10 joint. 11 c) Harness bolts and lugs shall comply with AWWA M11. 12 g. Butt Strap Closure Joints 13 1) Where necessary to make closure to pipe previously laid, closure joints 14 shall be installed using butt strap joints in accordance with AWWA C206 15 and applicable provisions of this Specification. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 10. Polyurethane Coating a. Applicator Qualifications 1) Equipment shall be certified by the coating manufacturer to meet the requirements for: a) Material mixing b) Temperature control c) Application rate d) Ratio control for multi -part coatings 2) Equipment not meeting the written requirements of the coating manufacturer shall be rejected for coating application until repairs or replacement of the equipment is made to the satisfaction of the City. 3) Personnel responsible for the application of the coating system shall: a) Provide certification of attendance at the coating manufacturer's training class within the last 3 years b) Be present during all coating application work and shall have responsibility for controlling all aspects of the coating application b. Surface Preparation 1) Remove visible oil, grease, dirt and contamination in accordance with SSPC SP 1. 2) Remove surface imperfections such as metal slivers, burrs, weld splatter, gouges or delaminations in the metal by filing or grinding prior to abrasive surface preparation. 3) In cold weather or when moisture collects on the pipe and the temperature of the pipe is less than 45 degrees F, preheat pipe to a temperature between 45 and 90 degrees F and 5 degrees F above dew point. 4) Clean pipe by abrasive blasting with a mixture of steel grit and shot to produce the surface preparation cleanliness as required by coating manufacturer and as specified. a) Recycled abrasive shall be cleaned of debris and spent abrasive in an air wash separator. 5) Blast media mixture and gradation shall be adequate to achieve a sharp angular surface profile as required by coating manufacturer and to the minimum depth specified. 6) Protect prepared pipe from humidity, moisture and rain. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 331114-18 BURIED STEEL PIPE AND FITTINGS Page 18 of 31 1 7) Keep pipe clean, dry and free of flash rust. 2 a) Remove all flash rust, imperfections or contamination on cleaned pipe 3 surface by reblasting prior to primer application. 4 8) Complete priming and coating of pipe in a continuous operation the same 5 day as surface preparation. 6 9) Abrasive blast exterior surfaces in accordance with SSPG SP , nN A CE Ne. 7 - SSPC SP 5; to a ne white metal blast cleaning with a minimum 3.0 mil 8 angular profile in bare steel. 9 c. Equipment 10 1) 2-component, heated airless spray unit in accordance with coating 11 manufacturer's recommendation 12 d. Temperature 13 1) Minimum 5 degrees F above dew point temperature 14 a) The temperature of the surface shall not be less than 60 degrees F 15 during application. 16 e. Humidity 17 1) Heating of pipe surfaces may be required to meet requirements of this 18 Section if relative humidity exceeds 80 percent. 19 f. Resin 20 1) Do not thin or mix resins; use as received. 21 2) Store resins at a temperature recommended by the coating manufacturer. 22 g. Application 23 1) Applicator shall be certified by the coating manufacturer and conform to 24 coating manufacturer's recommendations. 25 a) Thinning is not permitted. 26 2) Apply directly to pipe to achieve a total dry film thickness (DFT) of 35 27 mils. 28 3) Multiple -pass, 1 coat application process is permitted provided maximum 29 allowable recoat time specified by coating manufacturer is not exceeded. 30 4) Provide cutbacks in accordance with coating manufacturer's 31 recommendations as appropriate for the type of joint and heat shrink sleeve 32 to be used. 33 h. Recoating 34 1) Recoat only when coating has cured less than maximum time specified by 35 coating manufacturer. 36 2) When coating has cured for more than recoat time, brush -blast or 37 thoroughly sand the surface. 38 3) Blow -off cleaning using clean, dry, high pressure compressed air. 39 i. Curing 40 1) Do not handle pipe until coating has been allowed to cure, per 41 manufacturer's recommendations. 42 11. Joint Primer for Holdback 43 a. Prime coating and lining holdback area per manufacturer's 44 recommendation appropriate for field welding. 45 2.3 ACCESSORIES [NOT USED] 46 2.4 SOURCE QUALITY CONTROL 47 A. Marking for Identification CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 19 BURIED STEEL PIPE AND FITTINGS Page 19 of 31 1 1. For each joint of pipe and each fitting, plainly mark on 1 end: 2 a. Class for which it is designated 3 b. Date of manufacturer 4 c. Identification number 5 d. Top centerlines shall be marked on all specials 6 B. Factory Testing 7 1. Cement Mortar Lining - Shop -applied cement mortar linings shall be tested in 8 accordance with AWWA C205. 9 2. Polyurethane Coating - The polyurethane coating shall be tested in accordance with 10 AWWA C222. 11 a. Thickness: Test thickness of coating in accordance with SSPC PA 2. 12 1) Test coating system applied to the pipe for holidays according to the 13 procedures outlined in NACE SP0188 using a high voltage spark tester 14 (operating at 100 volts per mil), for the dry film thickness (DFT) specified 15 of 35 mil. 16 b. Adhesion Testing 17 1) Polyurethane coatings or linings shall have an adhesion to steel of 1,500 18 pounds per square inch, minimum. 19 2) Test polyurethane coating adhesion to steel substrates using pneumatic pull 20 off equipment, such as HATE Model 108 or Delfesko Positest, in 21 accordance with ASTM D4541 and AWWA C222, except as modified in 22 this Section. 23 3) Adhesion testing records shall include: 24 a) Pipe identification 25 b) Surface tested (interior or exterior) 26 c) Surface temperature 27 d) Coating thickness 28 e) Tensile force applied 29 f) Mode of failure 30 g) Percentage of substrate failure relative of dolly surface 31 4) Glue dollies for adhesion testing to the coating surface and allowed to cure 32 for a minimum of 12 hours. 33 a) Because of high cohesive strength, score polyurethane coatings around 34 the dolly prior to conducting the adhesion test. 35 5) Failure shall be by adhesive and cohesive failure only. 36 a) Adhesive failure is defined as separation of the coating from the steel 37 substrate. 38 b) Cohesive failure is defined as failure within the coating, resulting in 39 coating remaining both on the steel substrate and dolly. 40 6) Retest partial adhesion and glue failure if the substrate failure is less than 41 50 percent relative of the dolly surface area and the applied tension was less 42 than the specified adhesion. 43 7) Glue failures in excess of the minimum required tensile adhesion are 44 accepted as meeting the specified adhesion requirements. 45 8) Conduct, accept and reject adhesion tests on polyurethane pipe coating and 46 lining independently (where applicable). 47 9) Frequency of adhesion testing in accordance with AWWA C222. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 20 BURIED STEEL PIPE AND FITTINGS Page 20 of 31 1 10) Randomly select repair patches on the polyurethane coating for adhesion 2 testing in a manner as described herein and at the discretion of the coating 3 inspector conducting the adhesion tests. 4 a) Adhesion of repairs shall be as specified by the coating manufacturer 5 for the type of repair. 6 C. Manufacturer's Technician for Pipe Installation 7 1. Pipe Manufacturer's Representative 8 a. If required by the Engineer or requested by the Contractor during construction, 9 the pipe manufacturer shall furnish the services of a factory trained, qualified, 10 job experienced technician to advise and instruct as necessary in pipe laying 11 and pipe jointing. 12 1) The technician shall assist and advise the Contractor in his pipe laying 13 operations and shall instruct construction personnel in proper joint 14 assembly and joint inspection procedures. 15 2) The technician is not required to be on -site full time; however, the 16 technician shall be regularly on -site during the first 2 weeks of pipe laying 17 and thereafter as requested by the Engineer, City or Contractor. 18 2. Polyurethane Coating Manufacturer's Representative 19 a. The pipe manufacturer shall provide services of polyurethane coating 20 manufacturer's representative and a representative from the heat shrink joint 21 manufacturer for a period of not less than 3 days at beginning of actual pipe 22 laying operations to advise Contractor and City regarding installation, including 23 but not limited to: 24 1) Handling and storage 25 2) Cleaning and inspecting 26 3) Coating repairs 27 4) Field applied coating 28 5) Heat shrink installation procedures 29 6) General construction methods and how they may affect pipe coating 30 b. Representative shall be required to return if, in the opinion of the Engineer, the 31 polyurethane coating or the Contractor's construction methods do not comply 32 with Contract Specifications. 33 1) Cost for the manufacturer's representatives to return to the site shall be at 34 no additional cost to the City. 35 D. Hydrostatic Pressure Testing 36 1. Perform hydrostatic pressure testing in accordance with AWWA C200. 37 2. Hydrostatically test each joint of pipe prior to application of lining or coating. 38 a. The internal test pressure shall be that which results in a fiber stress equal to 75 39 percent of the minimum yield strength of the steel used. 40 b. Each joint of pipe tested shall be completely watertight under maximum test 41 pressure. 42 c. Test pressure shall be held for sufficient time to observe the weld seams. 43 d. Maintain a recording pressure gauge, reference number of pipe tested, etc. 44 1) The pipe shall be numbered in order that this information can be recorded. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 21 BURIED STEEL PIPE AND FITTINGS Page 21 of 31 1 e. Fittings shall be fabricated from hydrostatically tested pipe. All welds on 2 fittings shall be tested by hydrostatic test, ultrasonic test, air test, or 3 magnetic particle test. Air test shall be made by applying air to the welds 4 at 10 pounds per square inch pressure and checking for leaks around and 5 through welds with a soap solution. In addition, 5 percent of welds on 6 fittings shall be checked with x-ray or ultrasonic testing by an independent 7 certified welding inspector paid for by the Pipe Manufacturer. 8 3. Test fittings byl 9 a. Hydr-estatie test 10 11 e. Ultr-asonie 12 13 e. Dye penetrant test 14 E. City Testing and Inspection 15 1. Pipe may be subject to inspection at the manufacturer's facility by an independent 16 testing laboratory, which laboratory shall be selected and retained by the City. 17 a. Representatives of the City, City's laboratory, or the Engineer shall have access 18 to the work whenever it is in preparation or progress. 19 b. Pipe manufacturer shall provide proper facilities for access and for inspection. 20 c. Pipe manufacturer shall notify the City in writing, a minimum of 2 weeks prior 21 to the pipe fabrication so that the City may advise the manufacturer as to the 22 City's decision regarding tests to be performed by an independent testing 23 laboratory. 24 d. Material, fabricated parts and pipe, which are discovered to be defective, or 25 which do not conform to the requirements of this Specification shall be subject 26 to rejection at any time prior to City's final acceptance of the product. 27 2. The inspection and testing by the independent testing laboratory anticipates that 28 production of pipe shall be done over a normal period of time and without "slow 29 downs" or other abnormal delays. 30 a. The pipe manufacturer shall coordinate their manufacturing schedule with the 31 Contractor and advise the Contractor of any changes in the schedule. 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. General 38 1. Install steel pipe, fittings, specials and appurtenances as specified herein, as 39 specified in AWWA M11, in accordance with the pipe manufaeturer-'s 40 mendations AWWA C604 and as required for the proper functioning of the 41 completed pipe line. 42 2. Lay pipe to the lines and grades as indicated in the Drawings. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 22 BURIED STEEL PIPE AND FITTINGS Page 22 of 31 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 5. 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 a. Pipe shall be handled at all times with suffleie}t a minimum of two non- 16 abrasive slings, belts or other equipment designed to prevent damage to the 17 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 injurious 24 to the coating. 25 c. 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 after 28 the laying operation. 29 b. Effectively seal the open end of the pipe using a gasketed night cap. 30 C. Line Up at Bends 31 1. Line up pipe for joining so as to prevent damage thereto. 32 a. Thoroughly clean the bell and spigot ends of each joint of pipe of foreign 33 matter, rust and scale before placing spigot into bell. 34 2. Where abrupt changes in grade and direction occur, employ special shop fabricated 35 fittings for the purpose. 36 a. Field cutting the ends of the steel pipe to accomplish angular changes in grade 37 or direction of the line shall not be permitted. 38 3. Over -stabbed joins shall not be acceptable. A joint shall be considered over- 39 stabbed if the stabbed section is greater than the manufacturer's 40 recommendation. All over -stabbed ioints shall be re -stabbed, but -strapped, or 41 welded. 42 D. Pipe Laying 43 1. Rubber Gasket Joints 44 a. Join rubber gasket joints in accordance with the manufacturer's 45 recommendations. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 23 BURIED STEEL PIPE AND FITTINGS Page 23 of 31 1 b. Clean bell and spigot of foreign material. 2 c. Lubricate gaskets and bell and relieve gasket tension around the perimeter of 3 the pipe. 4 d. Engage spigot as far as possible in bell. Use Joint spacers to prevent over- 5 stabbinp- the bell. 6 e. Joint deflection or pull shall not exceed the manufacturer's recommendation. 7 f. Check gasket with feeler gauge all around the pipe. 8 g. In areas of petroleum hydrocarbon soil contamination, install special Neoprene 9 gaskets or approved equal. 10 2. Welded Joints 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 a. Weld joints in accordance with AWWA C2O6. 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. c. After the pipe has been joined and properly aligned and prior to the start of the welding procedure: 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. d. Before welding: 1) Thoroughly clean pipe ends. 2) Weld pipe by machine or by the manual shielded electric are process. 3) Welding shall be performed so as not to damage lining or coating. 4) Cover the polyurethane coating as necessary to protect from weld splatter. 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. Hand Welding 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. i. Furnish each welder employed with a steel stencil for marking the welds, so that the work of each welder may be identified. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 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 39 40 41 42 43 44 45 46 33 11 14 - 24 BURIED STEEL PIPE AND FITTINGS Page 24 of 31 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. k. Welders 1) Use only competent, skilled and qualified workmen. a) 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. 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. E. Interior Joint Grouting 1. Upon completion of backfilling of the pipe trench, 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. 2. Fill the inside of the joint recess with a stiff cement mortar. 3. Where the mortar joint opening is 1 inch or wider, such as where trimmed spigots are required, apply a bonding agent to mortar and steel surface prior to placing joint mortar. 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. 6. Interior joints of pipe 24-inch and smaller shall have the bell buttered with mortar, prior to inserting the spigot, such that when the spigot is pushed into position it will extrude surplus mortar from the joint. a. The surplus mortar shall be struck off flush with the inside of the pipe by pulling a filled burlap bag or inflated ball through the pipe with a rope. F. Exterior Joint Protection 1. Heat Shrink Sleeves a. General 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. b. Installation 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and other foreign contaminates with a wire brush in accordance with SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent wiping the pipe and adjacent coating in accordance with SSPC SP 1. a) Clean the full circumference of the pipe and a minimum of 6 inches onto the existing coating. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 25 BURIED STEEL PIPE AND FITTINGS Page 25 of 31 1 2) Remove all loose or damaged pipe coating at joint and either repair the 2 coating as specified herein or increase the length of the joint coating, where 3 reasonable and practical. 4 3) Complete joint bonding of non -welded pipe joints before application of 5 joint coating. 6 4) Joint bonds shall be low profile bonds and all gaps and crevices around the 7 bonds shall be filled with mastic sealant. 8 5) Store sleeves in shipping box until use is required. 9 a) Keep dry and sheltered from exposure to direct sunlight. 10 b) Store off the ground or concrete floors and maintain at a temperature 11 between 60 degrees F and 100 degrees F as recommended by the sleeve 12 manufacturer. 13 6) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve 14 application. 15 7) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as 16 recommended by the sleeve manufacturer. 17 a) Monitor pipe temperature using a surface temperature gauge, infrared 18 thermometer or color changing crayons. 19 b) Protect preheated pipe from rain, snow, frost or moisture with tenting 20 or shields and do not permit the joint to cool. 21 8) Prime joint with specified primer and fill all cracks, crevices and gaps with 22 mastic filler in accordance with the manufacturer's recommendations for 23 the full circumference of the pipe. 24 9) Apply heat shrink sleeve when it is at a minimum temperature or 60 25 degrees F and while maintaining the pipe temperature above the preheat 26 temperature specified. 27 10) Apply sleeve in accordance with the manufacturer's instructions and center 28 the sleeve over the joint to provide a minimum of 3-inch overlay onto the 29 existing pipe coating. 30 11) Apply heat to the sleeve using either propane fire infrared heaters or wrap 31 around heaters. 32 a) Hold flame a minimum of 6 inches from the sleeve surface. 33 b) Periodically roll the coating on the pipe surface. 34 c) Heat from the center of the sleeve to the outer edge until properly 35 seated, then begin in the opposite direction. 36 d) Monitor sleeve for color change, where appropriate, or with appropriate 37 temperature gauges. 38 e) Take care not to excessively heat the parent coating. 39 12) Completed joint sleeve shall be fully bonded to the pipe and existing 40 coating surface, without voids, mastic beading shall be visible along the full 41 circumference of the sleeve, and there shall be no wrinkling or excessive 42 burns on the sleeves. 43 a) Sleeves which do not meet these requirements shall be removed and the 44 joint recoated as directed by the Engineer. 45 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 46 13) Allow the sleeve to cool before moving, handling or backfilling. In hot 47 climates, provide shading from direct sunlight. 48 a) Water quenching will be allowed only when permitted by the sleeve 49 manufacturer. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 26 BURIED STEEL PIPE AND FITTINGS Page 26 of 31 1 G. Protective Welded Joints Coating System — Weld After Backfill 2 1. General 3 a. Application of protective coating at the pipe joints will be as follows: 4 1) Apply a joint coating system consisting of a factory applied 35 mil 5 polyurethane coating 6 2) A field applied 60 mil by 6-inch wide strip of CANUSA HCO Wrapid Tape 7 heat resistant tape at the location of the welding 8 3) A field applied 110 mil (full recovered thickness) by 18 inch wide 9 CANUSA AquaWrap high shrink heat shrinkable joint sleeve 10 4) In lieu of the CANUSA sleeve, contractor may use a single sleeve Berry 11 CPG-Covalence: Water wrap WAB. 12 5) After the heat shrinkable joint sleeve is installed, backfill the trench and 13 then weld the joint. 14 b. The Contractor is responsible for his operations so that they do not damage the 15 factory applied coating system. 16 c. When applying the a joint coating system for post welding the joints, the 17 Contractor must show that his operation will not damage the joint coating 18 system to the Engineer's satisfaction. 19 d. The Contractor will be required to fully uncover a maximum of 10 joints, 20 selected at random by the Engineer or City to visually inspect and test the joint 21 after welding. Any damage must be repaired. 22 1) If the Contractor's welding procedure damages the joint coating 23 system on any one of the excavated joints, the Contractor, at the direction 24 of the Engineer, will be required to modify his welding procedure. The 25 City reserves the right to require the Contractor to expose additional 26 ioints if damage to the joint coating system is found. 27 2. Joint Coating - er 28 a. Apply 3-laye Joint Coating System before Welding the Joint 29 b. Pipe Manufacturing and Heat Tape 30 1) A 35 mil thickness polyurethane coating shall be applied over entire length 31 of pipe. 32 2) The Contractor shall field apply 60 mil thick by 6 inch wide strip of 33 CANUSA HCO Wrapid Tape heat resistant tape to the exterior bell end of 34 the pipe, centered on the location of the welding, over a 35 mil factory 35 applied polyurethane coating. 36 c. Surface Preparation and Installation for Heat Shrinkable Joint Sleeve 37 1) Clean pipe surface and adjacent coating of all mud, oil, grease, rust and 38 other foreign contaminates with a wire brush in accordance with 39 SSPC SP 2, or SSPC SP 3. Remove oil or grease contamination by solvent 40 wiping the pipe and adjacent coating in accordance with SSPC SP 1. 41 a) Clean the full circumference of the pipe and a minimum of 6 inches 42 onto the existing coating. 43 2) Remove all loose or damaged pipe coating at joint and either repair the 44 coating as specified herein or increase the length of the joint coating, where 45 reasonable and practical. 46 3) Complete joint bonding of pipe joints before application of joint coating. 47 a) Joint bonds shall be low profile bonds and all gaps and crevices around 48 the bonds shall be filled with mastic sealant. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 27 BURIED STEEL PIPE AND FITTINGS Page 27 of 31 1 4) Store sleeves in shipping box until use is required. 2 a) Keep dry and sheltered from exposure to direct sunlight. 3 b) Store off the ground or concrete floors and maintain at a temperature 4 between 60 degrees F and 100 degrees F as recommended by the sleeve 5 manufacturer. 6 5) Metal surface shall be free of all dirt, dust and flash rusting prior to sleeve 7 application. 8 6) Preheat pipe uniformly to 140 degrees F to 160 degrees F or as 9 recommended by the sleeve manufacturer. 10 a) Monitor pipe temperature using a surface temperature gauge, infrared 11 thermometer or color changing crayons. 12 b) Protect preheated pipe from rain, snow, frost or moisture with tenting 13 or shields and do not permit the joint to cool. 14 7) Prime joint with specified primer and fill all cracks, crevices, and gaps with 15 mastic filler in accordance with the manufacturer's recommendations for 16 the full circumference of the pipe. 17 8) Apply heat shrink sleeve when it is at a minimum temperature or 60 18 degrees F and while maintaining the pipe temperature above the preheat 19 temperature specified. 20 a) Apply sleeve in accordance with the manufacturer's instructions and 21 center the sleeve over the joint to provide a minimum of 3-inch overlay 22 onto the existing pipe coating. 23 9) Apply heat to the sleeve using either propane fire infrared heaters or wrap 24 around heaters. 25 a) Hold flame a minimum of 6 inches from the sleeve surface. 26 b) Periodically roll the coating on the pipe surface. 27 c) Heat from the center of the sleeve to the outer edge until properly 28 seated, then begin in the opposite direction. 29 d) Take care not to excessively heat the parent coating. 30 e) Monitor sleeve for color change, where appropriate, or with appropriate 31 temperature gauges. 32 10) Completed joint sleeve shall be fully bonded to the pipe and existing 33 coating surface, without voids, mastic beading shall be visible along the full 34 circumference of the sleeve, and there shall be no wrinkling or excessive 35 burns on the sleeves. 36 a) Sleeves which do not meet these requirements shall be removed and the 37 joint recoated as directed by the Engineer. 38 b) Minor repairs may be repaired using heat shrink sleeve repair kits. 39 11) Allow the sleeve to cool before moving, handling or backfilling. 40 a) In hot climates, provide shading from direct sunlight. 41 b) Water quenching will be allowed only when permitted by the sleeve 42 manufacturer. 43 12) Holiday testing shall be performed using a high voltage holiday tester 44 (operating at 100 volts per mil) at each joint after field application of heat 45 shrinkable joint sleeve per SPO188. 46 a) If any holidays or cuts are detected, the sleeve shall be repaired using 47 the heat shrink sleeve manufacturer's recommendation. 48 b) The damaged area shall be covered with a minimum of 50-mm overlap 49 around the damaged area. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 28 BURIED STEEL PIPE AND FITTINGS Page 28 of 31 H. Protection of Buried Metal 2 1. Coat buried ferrous metal such as bolts and flanges, which cannot be protected with 3 factory or field -applied polyurethane coatings or heat shrink sleeves, with 2 wraps 4 of wax tape and encase in flowable fill. 5 3.5 REPAIR 6 A. Repair and Field Touchup of Polyurethane Coating 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 39 40 41 42 43 44 45 1. For repair and field touch-up of polyurethane coating, apply: a. Madison GP 11 (E) Touehup Po"r-ethane Coating b. Lifelast Durasheild 110, 210,310 or 310 JARS c ITAL Futuf^ Gea4ings Pfetee ll, o Carboline 777 or 777PL d. Coating manufacturer's recommendation 2. Holidays a. Remove all traces of oil, grease, dust, dirt and other debris. b. Roughen area to be patched by sanding with rough grade sandpaper (40 grit). c. Apply a 35 mil coat of repair material described above. d. Work repair material into scratched surface by brushing or rolling in accordance with manufacturer's recommendations. e. Retest for Holiday. 3. Field Cuts or Large Damage a. If in the opinion of the City the polyurethane coating is excessively damaged, the pipe segment will be rejected until the coating system is removed and replaced so that the system is in a like -new condition. b. Remove burrs from field cut ends or handling damage and smooth out edge of polyurethane coating. c. Remove all traces of oil, grease, dust, dirt and other debris. d. Roughen area to be patched with rough grade sandpaper (40 grit). e. Feather edges and include overlap of 2 inches of roughened polyurethane in area to be patched. f. Apply a 35 mil coat of repair material described above, in accordance with manufacturer's recommendations. g. Work repair material into scratched surface by brushing. h. Feather edges of repair material into prepared surface. i. Cover at least 1 inch of roughed area surrounding damage or adjacent to field cut. j. Test repairs for holidays. B. Patch of Cement Mortar Lining 1. Repair cracks larger than 1/16 inch. 2. Pipes with disbonded linings will be rejected. 3. Excessive patching of lining shall not be permitted. 4. Repair in accordance with AWWA C2O5 and as follows: 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. c. In general, there shall be not more than 1 patch in the lining of any joint of pipe. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 29 BURIED STEEL PIPE AND FITTINGS Page 29 of 31 1 5. Wherever necessary to patch the pipe, make the patch with the mortar indicated. 2 6. Do not install patched pipe until the patch has been properly and adequately cured, 3 unless approved by the City. 4 3.6 RE -INSTALLATION [NOT USED] 5 3.7 FIELD QUALITY CONTROL 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 39 40 41 42 43 44 45 46 A. Field Tests and Inspections 1. Quality Control of Field Applied Polyurethane Coating a. Surface Preparation 1) Visually inspect surface preparation to ensure cleanliness and dryness requirements have been met. 2) Use Testex tape on at least 1 joint per day to ensure that adequate profile is being achieved. b. Visual 1) Visually inspect cured coating to ensure that the coating is completely cured with no blisters, cracks, pinholes, missed areas, excessive roughness, "sticky" or "gooey" areas. 2) Check to ensure that the coating completely covers the steel and existing coating. c. Thickness 1) Use a magnetic dry film thickness (DFT) gauge on cured coating to ensure adequate thickness has been achieved according to SSPC PA 2. a) If the thickness of the coating is below the minimum specified millage anywhere along the length of the pipe, then adjustments must be made to the spray system to correct the problem. 2) At a minimum, the thickness shall be measured for every 50 square feet of sprayed area. d. Adhesion 1) Perform the following procedure on a minimum of 1 joint per day: 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 1) Holiday testing shall be performed using a high voltage holiday tester at each joint no sooner than 1 hour after field application of polyurethane coating. f. Inspection at Welding Joints 1) When applying the 3 layer joint coating system for post welding the joints, the Contractor must show that his operation will not damage the joint coating system to the Engineer's satisfaction. 2) The Contractor will be required to fully uncover a maximum of 10 joints, selected at random by the Engineer or City to visually inspect and test the joint after welding. 3) Any damage must be repaired. 4) If the Contractor's welding procedure damages the 3 layer joint coating system, the Contractor, at the direction of the Engineer, will be required to modify his welding procedure. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 30 BURIED STEEL PIPE AND FITTINGS Page 30 of 31 1 2. Weld Testing 2 a. Dye penetrant tests in accordance with ASTM E165, or magnetic particle test in 3 accordance with AWWA C206 and set forth in AWS D.1.1. shall be performed 4 by the Contractor under the supervision and inspection of the City's 5 Representative or an independent testing laboratory, on all full welded joints. 6 1) Welds that are defective will be replaced or repaired, whichever is deemed 7 necessary by the Engineer, at the Contractor's expense. 8 2) If the Contractor disagrees with the Engineer's interpretation of welding 9 tests, test sections may be cut from the joint for physical testing. The 10 Contractor shall bear the expense of repairing the joint, regardless of the 11 results of physical testing. 12 3) The procedure for repairing the joint shall be approved by the Engineer 13 before proceeding. 14 3. Deflection Testing 15 a. Prior to hydrostatic testing, the City's inspector shall perform deflection testing 16 at a minimum rate of 1 Faeasufemen4 for- every 2,500 linear- feet of water- t;fo 17 and per the requirements as indicated below. 18 1) Complete internal welding of loins, welding inspections and grout of 19 the inside ioints prior to measure deflection. The welding inspections 20 shall be done by an independent CWI. 21 2) Measure deflection in the presence of the City. 22 a) Replace or repair defective welds, as deemed necessary by the City, 23 at the Contractor's expense. 24 b) Measurement method used to determine deflection shall be agreed 25 upon in writing amongst the City, Contractor, and Engineer prior 26 to installing the first joint of pipe. 27 c) Record and document all measurements. 28 d) Measure deflection no sooner than 5 days and no later than 30 days 29 after backfillin2 operations are complete. 30 3) Determine deflection with vertical measurements taken at the locations 31 indicated below. Locations where vertical measurements are taken 32 shall be clearly marked on the interior of the pipe. 33 a) Pipe joints 36-feet in length or less: vertical measurements shall be 34 taken at two locations,'/4 distance from each pipe end. 35 b) Pipe joints exceeding 36 feet: vertical measurements shall be taken 36 at 3 locations including'/ distance from each pipe end and at the 37 pipe midpoint. 38 4) Correction of Pipe Not Complying with Deflection Requirements 39 a) If the average joint deflection of a single joint, or any single 40 measurement, fails to meet specifications, the entire joint shall be 41 re -worked in accordance with the manufacturer's 42 recommendations and as directed by the City at no additional cost 43 to the City. This may include uncovering the pipe, re -compaction 44 of the pipe bedding, and repair of the coating. It is the 45 Contractor's responsibility to continuously measure and calculate 46 pipe deflection to verify it meets specification. 47 b) All costs associated with measuring the pipe deflection and any 48 repairs or rework associated with meeting these requirements shall 49 be borne by the Contractor. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 33 11 14 - 31 BURIED STEEL PIPE AND FITTINGS Page 31 of 31 1 5) Pipe Deflection Reports 2 a) Submit monthly reports as Record Data showing allowable 3 deflection, 1.5 times allowable deflection, the deflection 4 measurements, and calculated average deflection for each location 5 measured per ioint for each ioint of pipe. 6 b) Contractor shall verify that the nominal pipe diameter mees 7 specifications at all measured locations. Contractor shall 8 coordinate pipe replacement with the pipe manufacturer for any 9 pipe not meeting the specified internal diameter. 10 6) Average allowable pipe deflection shall not exceed 2% for 11 polyurethane coated pipe. In no case shall individual measurement 12 exceed 3% for polyurethan coated pipe. These measurements include 13 the allowable tolerance for lining thickness variation. Additionally, flat 14 spots or pipe with damaged lining shall be repaired. 15 4. Cleaning and Testing 16 a. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water 17 mains: 18 1) Clean, flush, pig, disinfect, hydrostatic test, and bacteriological test the 19 water main as specified in Section 33 04 40. 20 5. Closed Circuit Television (CCTV) Inspection 21 a. Provide a Post -CCTV Inspection for water lines 24-inch and larger in 22 accordance with Section 33 01 31. 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE [NOT USED] 29 3.14 ATTACHMENTS [NOT USED] 30 31 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2•B.4, 5, and 6 — Added reference to Section 33 1105 and removed material specification for bolts, nuts, gaskets and flange coating CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised December 20, 2012 347113-1 TRAFFIC CONTROL Page 1 of 6 1 SECTION 34 71 13 2 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. 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 for "Traffic Control". c. The price bid shall include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 2. Portable Message Signs a. Measurement 1) Measurement for this Item shall be per week each message board furnished by the Contractor for the duration of the project and for the duration ofof the protect. -Upon completion of the project the message board will become property of the City of Fort Worth. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental purchased. c. The price bid shall include: 1) Delivery of Portable Message Sign to Site CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 3471 13 -2 TRAFFIC CONTROL Page 2 of 6 1 2) Message updating 2 3) Sign movement throughout construction 3 4) Retw fn Delivery of the Portable Message Sign post -construction to the 4 City of Fort Worth. 5 3. Preparation of Traffic Control Plan Details 6 a. Measurement 7 1) Measurement for this Item be per each Traffic Control Detail prepared. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 shall be paid for at the unit price bid per each "Traffic Control Detail" 11 prepared. 12 c. The price bid shall include: 13 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 14 longer 15 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 16 (TMUTCD) 17 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 18 4) Incorporation of City comments 19 4. Portable Longitudinal Traffic Barriers 20 a. Measurement 21 1) Measurement for this Item be per linear foot of portable longitudinal 22 traffic barrier. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this 25 Item shall be paid for at the unit price bid per linear foot of "Portable 26 Longitudinal Traffic Barrier" installed. 27 c. The price bid shall include: 28 1) Equipment, labor, tools and incidentals for furnishing, installing, 29 moving, removing portable concrete traffic barriers or water ballasted 30 systems. 31 2) Adherence to TxDOT Standard Details 32 5. Detour Route 33 a. Measurement 34 1) Measurement for this Item be per each detour route installed. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each "Detour Route" 38 installed. 39 c. The price bid shall include: 40 1) Traffic Control Signage Implementation 41 2) Installation 42 3) Maintenance 43 4) Adjustments 44 5) Replacements 45 6) Removal 46 47 1.3 REFERENCES 48 A. Reference Standards CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 3471 13 - 3 TRAFFIC CONTROL Page 3 of 6 1 1. 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. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 5 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 6 Transportation, Standard Specifications for Construction and Maintenance of 7 Highways, Streets, and Bridges. 8 1.4 ADMINISTRATIVE REQUIREMENTS 9 A. General 10 1. Contractor shall minimize lane closures and impact to vehicular/pedestrian traffic. 11 B. Coordination 12 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 13 implementing Traffic Control within 500 feet of a traffic signal. 14 C. Sequencing 15 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 16 approved by the City and design Engineer before implementation. 17 1.5 SUBMITTALS 18 A. Provide the City with a current list of qualified flaggers before beginning flagging 19 activities. Use only flaggers on the qualified list. 20 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 21 Engineering Division, 311 W. 10th Street. The Traffic Control Plan (TCP) for the 22 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 23 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 24 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 25 Engineer. 26 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 27 Specifications. The Contractor will be responsible for having a licensed Texas 28 Professional Engineer sign and seal the Traffic Control Plan sheets. A traffic control 29 "Typical" published by City of Fort Worth, the Texas Manual Unified Traffic Control 30 Devices (TMUTCD) or Texas Department of Transportation (TxDOT) can be used as 31 an alternative to preparing project/site specific traffic control plan if the typical is 32 applicable to the specific project/site. 33 E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. 34 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 35 changes to the Traffic Control Plan(s) developed by the Design Engineer. 36 G. Manufacturer's product data sheets for the portable message boards. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 3471 13 - 4 TRAFFIC CONTROL Page 4 of 6 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 6 A. Upon completion of the proiect, the portable message signs shall be delivered to 7 the City of Fort Worth James Avenue Service Center at 5001 James Avenue. Any 8 damage to the portable message sign during construction shall be fixed by the 9 contractor prior to delivery to the City of Fort Worth. 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 14 2.2 ASSEMBLIES AND MATERIALS 15 A. Description 16 1. Regulatory Requirements 17 a. Provide Traffic Control Devices that conform to details shown on the 18 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 19 Device List (CWZTCDL). 20 2. Materials 21 a. Traffic Control Devices must meet all reflectivity requirements included in the 22 TMUTCD and TxDOT Specifications — Item 502 at all times during 23 construction. 24 b. Electronic message boards shall be provided in accordance with the TMUTCD. 25 The portable message signs provided shall be RU2 Fast-3370 Series VMS 26 Series Speed Display Trailer, or approved equal. 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 EXAMINATION [NOT USED] 31 3.2 PREPARATION 32 A. Protection of In -Place Conditions 33 1. Protect existing traffic signal equipment. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 3471 13 - 5 TRAFFIC CONTROL Page 5 of 6 3.3 INSTALLATION 2 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 3 the Drawings and as directed. 4 B. Install Traffic Control Devices straight and plumb. 5 C. Do not make changes to the location of any device or implement any other changes to 6 the Traffic Control Plan without the approval of the Engineer. 7 1. Minor adjustments to meet field constructability and visibility are allowed. 8 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 9 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 10 covering, or removing Devices. 11 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 12 and that retroreflective characteristics meet requirements during darkness and rain. 13 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 14 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 15 lights, signs, or other precautionary measures for the protection of persons or property), the 16 Inspector may order such additional precautionary measures be taken to protect persons 17 and property. 18 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 19 or in conflict with the proposed method of handling traffic or utility adjustments, can be 20 constructed during any phase. 21 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 22 distance of drivers entering the highway from driveways or side streets. 23 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 24 be erected and mounted on portable supports. 25 1. The support design is subject to the approval of the Engineer. 26 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 27 J. If at any time the existing traffic signals become inoperable as a result of construction 28 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 29 approved by the Engineer, to be used for Traffic Control. 30 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 31 turn-ons, street light pole installation, or other construction will be done during peak traffic 32 times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). 33 L. Flaggers 34 1. Provide a Contractor representative who has been certified as a flagging instructor 35 through courses offered by the Texas Engineering Extension Service, the American 36 Traffic Safety Services Association, the National Safety Council, or other approved 37 organizations. 38 a. Provide the certificate indicating course completion when requested. 39 b. This representative is responsible for training and assuring that all flaggers are 40 qualified to perform flagging duties. 41 2. A qualified flagger must be independently certified by 1 of the organizations listed 42 above or trained by the Contractor's certified flagging instructor. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 1 2 3 4 5 6 7 8 9 10 AN 13 14 15 16 17 18 19 20 21 22 23 24 25 3471 13 - 6 TRAFFIC CONTROL Page 6 of 6 3. Faaggers must be courteous and able to effectively communicate with the public. 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals and follow the flagging procedures set forth in the TMUTCD. 5. Provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and Contractor's personnel, and as shown on the Drawings or as directed by the Engineer. a. These flaggers shall be located at each end of the lane closure. M. Removal 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights and other Traffic Control Devices used for work -zone traffic handling as soon as practical in a timely manner, unless otherwise shown on the Drawings. 3.4 REPAIR / RESTORATION [NOT USED] 3.5 RE -INSTALLATION [NOT USED] 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.7 SYSTEM STARTUP [NOT USED] 3.8 ADJUSTING [NOT USED] 3.9 CLEANING [NOT USED] 3.10 CLOSEOUT ACTIVITIES [NOT USED] 3.11 PROTECTION [NOT USED] 3.12 MAINTENANCE [NOT USED] 3.13 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required 1.4 A. Added language to emphasize minimising of lane closures and impact to traffic. 3/22/2021 M Owen 1.5 Clarified submittal requirements 3.3 M. Clarified removal requirements CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised March 22, 2021 APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GG 4.06 Hazardous Etwi eth- et4 l Condition at Site GC-6.06.D Small Business Compliance GC-6.07 Wage Rates GC. 7.01 CSP Proposal Tables 1 - 11 GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 103278 Revised September 1, 2025 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 1 DE W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a permanent drainage easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said permanent drainage easement being a portion of a called 20.888 acre tract of land being further described as Tract Two in deed to Bloomfield Homes, L.P. as recorded in County Clerk's File No. D224173057 of the Official Public Records of Tarrant County, Texas, said permanent drainage easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap (illegible) found for an angle point the west line of said called 20.888 acre tract of land, said 1/2 inch iron rod with cap (illegible) being an angle point in the existing east right-of-way line of Fossil Springs Drive (right-of-way width varies) as recorded in Cabinet A, Slide 10236 of the Plat Records of Tarrant County, Texas; THENCE, North 07 degrees 31 minutes 22 seconds East, with the west line of said called 20.888 acre tract of land and with the existing east right-of-way line of said Fossil Springs Drive, a distance of 100.92 feet to a point for corner; THENCE, North 00 degrees 27 minutes 05 seconds West, with the west line of said called 20.888 acre tract of land and with the existing east right-of-way line of said Fossil Springs Drive, a distance of 160.00 feet to a point for the northwest corner of said called 20.888 acre tract of land, said point being the intersection of the existing east right-of-way line of said Fossil Springs Drive with the existing south right-of-way line of W. Bonds Ranch Road (right- of-way width varies), from which a 1/2 inch iron rod with cap (illegible) found for reference bears North 11 degrees 54 minutes 41 seconds East, a distance of 0.22 feet and from which a 1/2 inch iron rod with cap (illegible) found for the intersection of the existing west right-of-way line of said Fossil Springs Drive with the existing south right-of-way line of said W. Bonds Ranch Road bears South 89 degrees 47 minutes 28 seconds West, a distance of 88.00 feet, said 1/2 inch iron rod (illegible) being the northeast corner of a called 8.829 acre tract of land being further described as Tract One in deed to in deed to Bloomfield Homes, L.P. as recorded in County Clerk's File No. D224173057 of said Official Public Records of Tarrant County, Texas; THENCE, North 89 degrees 47 minutes 28 seconds East, with the north line of said called 20.888 acre tract of land and with the existing south right-of-way line of said W. Bonds Ranch Road, a distance of 552.02 feet to the POINT OF BEGINNING of the herein described permanent drainage easement; THENCE North 89 degrees 47 minutes 28 seconds East, with the north line of said called 20.888 acre tract of land and with the existing south right-of-way line of said W. Bonds Ranch Road, a distance of 117.39 feet to a point for corner; THENCE South 00 degrees 12 minutes 32 seconds East, a distance of 59.45 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 89 degrees 47 minutes 19 seconds West, a distance of 65.17 feet to a point for corner; THENCE North 41 degrees 30 minutes 05 seconds West, a distance of 79.13 feet to the POINT OF BEGINNING and containing 0.125 acres (5,427 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: November 17, 2025 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of 2 FND 1/2" IRON ROD W/CAP (ILLEGIBLE) L-3 —► LI J >(j IL' I C) O I N (� J UJ I W ��I''[f V -D U ZN1- a_ w O Z C/)~ Q J 0 C' i /1 `i J a n JIt U)Lo It . O U V) I� O W�� LL cVO OmOxo� " -Y U pp0 �C3 3 Lj O UOU m U U 2 ILj EXHIBIT "B " PARCEL No. > DE W. BONDS RANCH ROAD (RIGHT—OF—WAY WIDTH VARIES) FND 1/2" IRON ROD W/CAP (ILLEGIBLE) BEARS N 11'54'41"E 0.22' TRACT TWO S`jRVE� ACRESCALLED 20.888 BLOOMFIIELD HOMES, L P. �BER�SON Z59 C.C.F. No. D224173057 NR� O.P.R.T.C.T. NE A85� R p` P. 0. C. FND 1/2" IRON ROD W/CAP LINE TABLE LINE I BEARING DISTANCE L-1 N 07'31'22"E 100.92' L-2 N 00'27'05"W 160.00' L-3 S 89'47'28"W 88.00' L-4 N 89'47'28"E 117.39' L-5 S 00' 12'32"E 59.45' L-6 S 89-47.19-W 65.17' L-7 N 41-30.05-W 79.13' NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 100 50 0 100 SCALE IN FEET City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL NO. 1 DE CITY PROJ. NO. 103278 PERMANENT DRAINAGE EASEMENT OWNER: BLOOMFIELD HOMES, L.P. SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.125 ACRES OR 5,427 SQUARE FEET WHOLE PROPERTY ACREAGE: 20.888 ACRES (BY DEED) JOB No. KHA_2218.00 I DRAWN BY: RCS CAD FILE: 1 DE REVI.DWG DATE: NOVEMBER 17, 2025 1 EXHIBIT B PAGE 1 OF 1 SCALE: 1 " = 100' RORRONDONA At ARRACIATFS- INC- . 7A00 N-F. I OOP A20- SIIITF RRO FART WORTH- TX- 761 0 F T� �eRFo+-u CURTIS _SMITH 5494� ��Ff S S \ O;�•SP: �_ S U Rile CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 7 701 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a 0.396 acre (17,260 square feet) tract of land situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said 0.396 acre (17,260 square feet) tract of land being a portion of a called 3.147 acre tract of land described in deed to Wagley Robertson Neighborhood Shops By Slate, LLC as recorded in County Clerk's File No. D219223128 of said Official Public Records of Tarrant County, Texas, said 0.396 acre (17,260 square feet being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap stamped "BEASLEY" found for the northeast corner of said called 3.147 acre tract of land, said 1/2 inch iron rod with cap stamped `BEASLEY" being the north corner of Lot 6, Block 1 of Fossil Hills Estates, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 6757 of the Plat Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped `BEASLEY" being the northwest corner of Lot 5 of said Block 1, said 1/2 inch iron rod also being in the existing south right-of-way line of W. Bonds Ranch Road (right-of-way width varies), from which a 1/2 inch iron rod found for the northeast corner of Lot 1 of said Block 1 bears North 89 degrees 47 minutes 12 seconds East, a distance of 350.00 feet, said 1/2 inch iron rod being the intersection of the existing south right- of-way line of said W. Bonds Ranch Road with the existing west right-of-way line of Foothill Drive (50' right-of-way width); THENCE, South 89 degrees 47 minutes 12 seconds West, with the north line of said called 3.147 acre tract of land and with the existing south right-of-way line of said W. Bonds Ranch Road, a distance of 163.17 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." set for the POINT OF BEGINNING of the herein described 0.396 acre (17,260 square feet) tract of land, said 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." being the intersection of the north line of said called 3.147 acre tract of land and the existing south right-of-way line of said W. Bonds Ranch Road with the proposed east right-of-way line of Wagley Robertson Road (right-of-way width varies); THENCE South 60 degrees 01 minutes 22 seconds West, with the proposed east right-of-way line of said Wagley Robertson Road, a distance of 40.29 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." set for corner; THENCE South 00 degrees 17 minutes 21 seconds East, with the proposed east right-of-way line of said Wagley Robertson Road, a distance of 583.90 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." set for the intersection of the proposed east right-of-way line of said Wagley Robertson Road with the south line of said called 3.147 acre tract of land and the existing east right-of-way line of said Wagley Robertson Road; Exhibit A Page 1 of 2 THENCE South 89 degrees 42 minutes 39 seconds West, with the south line of said called 3.147 acre tract of land and with the existing east right-of-way line of said Wagley Robertson Road, a distance of 28.00 feet to a point for the southwest corner of said called 3.147 acre tract of land, said point being an interior corner in the existing east right-of-way line of said Wagley Robertson Road; THENCE North 00 degrees 17 minutes 21 seconds West, with the west line of said called 3.147 acre tract of land and with the existing east right-of-way line of said Wagley Robertson Road, a distance of 603.94 feet to a point for the northwest corner of said called 3.147 acre tract of land, said point being the intersection of the existing east right-of-way line of said Wagley Robertson Road with the existing south right-of-way line of said W. Bonds Ranch Road; THENCE North 89 degrees 47 minutes 12 seconds East, with the north line of said called 3.147 acre tract of land and with the existing south right-of-way line of said W. Bonds Ranch Road, a distance of 63.00 feet to the POINT OF BEGINNING and containing 0.396 acres (17,260 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 30, 2024 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 k CURTIS SMITH A ';°.QO 5494 t l � SUR�o Exhibit A Page 2 of 2 EXHIBIT "B " PARCEL No. 7 P• 0"B I I P. 0. C. SET 5/8"IRON ROD FND 1/2"CAPPED IRON .11 WITH CAP STAMPED ROD WITH CAP STAMPEE S 89.47' 12"W 163.17 ----------- i i� SET 5/8"IRON ROD WITH CAP STAMPED "GORRONDONA" 1 I REMAINDER OF �-PERMANENT WATERLINE EASEMENT VOLUME 14120, PAGE 74 D.R.T.C.T. CALLED 3.147 ACRES WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC C.C.F. No. D219223128 O.P.R.T.C.T. I I PROPOSED --RIGHT-OF-WAY LINE RIGHT—OF—WAY ACQUISITION AREA 0.396 ACRES OR 17,260 SQ. FT. W. BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) EXISTING rRIGHT-OF-WAY LINE FND 1/2" Ill N 89'47'12"E 350.00' IRON ROD Lu n4LOT LOT 5 LOT 2 LOT 1 LOT 6 / CARAVAN DRIVE 0 O_ O� - (50' RIGHT-OF-WAY WIDTH) LL. Kelm/ I w ; I Lu C-, i\ LOT 8 > _ Ico o ^wq� ra (f) -C,,' V LOT 9 I J J 3 O N NBC J = Er C/) LOT 10 U) o V ' U LOT 11 LL MATCHLINE NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. HENRY ROBERTSON SURVEY ABSTRACT No. 1259 LINE TABLE LINE BEARING DISTANCE L-1 S 60'O1'22"W 40.29' L-2 S 00' 17'21 "E 583.90' L-4 N 89'47'12"E 63.00 100 50 0 100 SCALE IN FEET oar wo�r City of Fort Worth 200 TEXAS STREET FORT WORTH, TEXAS 76102 BONDS RANCH ROAD of FROM WAGLEY ROBERTSON TO US 287 ,�P;•���sreR�;.:-f� PARCEL N0. 7 CITY PROJ. N0. 103278 PERMANENT RIGHT—OF—WAY ACQUISITION C �TIS—SMI_TH� OWNER: WAGLEY ROBERTTON NEIGHBORHOOD SHOPS BY SLATE, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT N0. 1259 � •..p 5494 �P;• LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS SU ACQUISITION AREA: 0.396 ACRES OR 17,260 SQUARE FEET , WHOLE PROPERTY ACREAGE: 3.147 ACRES (BY DEED) CURTIS SMITH JOB No. KHA_2218.00 DRAWN BY: RCS CAD FILE: 7.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: JULY 30, 2024 EXHIBIT B PAGE 1 OF 2 SCALE: 1" = 100' N0. 5494 TEXAS FlRM No. 10106900 GORRONDONA do ASSOCIATES, INC. 2800 N.E. LOOP 820, SUITE 660 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768 I I � I Z3w°' �0z0 x�J� mow= Q O C4 :. Z w O > o rA o O Z LLI 'a co3 O' } " L-3 W J 5'WALL MAINTENANCE EASEMENT CABINET A, SLIDE 10239 P.R.T.C.T. EXHIBIT "B " PARCEL No. 7 MATCHLINE CALLED 3.147 ACRES WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC C.C.F. No. D219223128 O.P.R.T.C.T. TIG-OF-WAY TION AREA ACRES OR 17,260 SQ. FT. PROPOSED RIGHT-OF-WAY LINE LOT 11 HENRY ROBERTSON SURVEY LOT 12 ABSTRACT No. 1 259 BLOCK 1 LOT 13 FOSSIL HILLS ESTATES CABINET A, SLIDE 6757 P.R. T. C. T. LOT 14 20'INGRESS & EGRESS EASEMENT Cq LT��Rq�N /LO VOLUME 14414, PAGE 296 sl;i�� qCF D.R.T.C.T. p 'q �SFM qlo I ` l 6,> SET 5/8-IRON ROD WITH CAP STAMPED \� I "GORRONDONA" LOT 104 LOT 103 I LOT 102 BLOCK 1 FOSSIL HILLS ESTATES LOT 101 CABINET A, SLIDE 10239 LOT 100 I P. R. T. C. T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. ORT WORT T 15 LINE TABLE LINE BEARING DISTANCE L-2 S 00-17.21"E 52.90' L-3 S 89-42.39-W 1 28.00' LOT 16 \ FO(� \ �Soll•J,19i` ,( LOT 17 RIO, \�7�Ct Q ?0, LOT 18 \` \ Cqe/NNgCF LOT 19 \oT\ \` q OS6MSST LOT 20 \ 100 50 0 100 SCALE IN FEET City of Fort Worth 200 TEXAS STREET - FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WACLEY ROBERTSON TO US 287 PARCEL NO. 7 1 CITY PROJ. NO. 103278 PERMANENT RIGHT—OF—WAY ACQUSITION OWNER: WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.396 ACRES OR 17,260 SQUARE FEET WHOLE PROPERTY ACREAGE: 3.147 ACRES (BY DEED) JOB No. KHA 2218.00 1 DRAWN BY: RCS CAD FILE: 7.DWG DATE: JULY 30. 2024 1 EXHIE GORRONDONA & ASSOCIATES, INC. - I SCALE: 1 " = 100' SUITE 660 FORT WORTH, TX. 76137 �. OF T -_CU- S SMITH 5494 �Pv SU?I> CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5494 TEXAS FIRM No. 10106900 817-496-1424 FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 7 DE 701 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a permanent drainage easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said permanent drainage easement being a portion of a called 3.147 acre tract of land described in deed to Wagley Robertson Neighborhood Shops By Slate, LLC as recorded in County Clerk's File No. D219223128 of said Official Public Records of Tarrant County, Texas, said permanent drainage easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap stamped "BEASLEY" found for the northeast corner of said called 3.147 acre tract of land, said 1/2 inch iron rod with cap stamped `BEASLEY" being the north corner of Lot 6, Block 1 of Fossil Hills Estates, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 6757 of the Plat Records of Tarrant County, Texas, said 1/2 inch iron rod with cap stamped `BEASLEY" being the northwest corner of Lot 5 of said Block 1, said 1/2 inch iron rod also being in the existing south right-of-way line of W. Bonds Ranch Road (right-of-way width varies), from which a 1/2 inch iron rod found for the northeast corner of Lot 1 of said Block 1 bears North 89 degrees 47 minutes 12 seconds East, a distance of 350.00 feet, said 1/2 inch iron rod being the intersection of the south right-of-way line of said W. Bonds Ranch Road with the existing west right-of-way line of Foothill Drive (50' right-of-way width); THENCE, South 89 degrees 47 minutes 12 seconds West, with the north line of said called 3.147 acre tract of land and with the existing south right-of-way line of said W. Bonds Ranch Road, a distance of 163.17 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." set for the intersection of the north line of said called 3.147 acre tract of land and the existing south right-of-way line of said W. Bonds Ranch Road with the proposed east right-of-way line of Wagley Robertson Road (right-of-way width varies); THENCE, South 60 degrees 01 minutes 22 seconds West, with the proposed east right-of-way line of said Wagley Robertson Road, a distance of 40.29 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." set for corner; THENCE, South 00 degrees 17 minutes 21 seconds East, with the proposed east right-of-way line of said Wagley Robertson Road, a distance of 28.34 feet to the POINT OF BEGINNING of the herein described permanent drainage easement; THENCE South 41 degrees 48 minutes 02 seconds East, a distance of 93.69 feet to a point for corner; THENCE South 14 degrees 26 minutes 15 seconds East, a distance of 426.58 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 59 degrees 26 minutes 15 seconds East, a distance of 38.92 feet to a point for corner in the east line of said called 3.147 acre tract of land, said point being in the west line of Lot 14, of said Block 1; THENCE South 00 degrees 27 minutes 21 seconds East, with the east line of said called 3.147 acre tract of land and with the west line of said Lot 14, a distance of 51.81 feet to a point for the southeast corner of said called 3.147 acre tract of land, said point being the most westerly southwest corner of said Lot 14, said point being the most easterly north corner of Lot 101, Block 1 of Fossil Hills Estates, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 10239 of said Plat Records of Tarrant County, Texas; THENCE South 89 degrees 42 minutes 39 seconds West, with the south line of said called 3.147 acre tract of land and with the most northerly line of Block 1 of said Fossil Hills Estates as recorded in Cabinet A, Slide 10239, passing at a distance of 187.93 feet, a point for the northwest corner of Block l of said Fossil Hills Estates as recorded in Cabinet A, Slide 10239, said point being the northwest corner of Lot 104, Block 1 of said Fossil Hills Estates as recorded in Cabinet A, Slide 10239, said point also being an exterior corner in the existing east right-of-way line of said Wagley Robertson Road, in all, a distance of 199.93 feet to a 5/8 inch iron rod with cap stamped "GORRONDONA & ASSOCIATES, INC." set for the intersection of the south line of said called 3.147 acre tract of land and the existing east right-of-way line of said Wagley Robertson Road with the proposed east right-of-way line of said Wagley Robertson Road; THENCE North 00 degrees 17 minutes 21 seconds West, with the proposed east right-of-way line of said Wagley Robertson Road, a distance of 555.56 feet to the POINT OF BEGINNING and containing 1.456 acres (63,435 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 30, 2024 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of 2 0 Q O rr Z W_ O� r W m 3 OI L� r o Lu s Q z 3 0 ca Z w EXHIBIT "B " PARCEL No. 7DE W. BONDS RANCH ROAD To.c. FIND 1/2" WITH (RIGHT-OF-WAY WIDTH VARIES) CAP STAMPED FXicTlMr. anw 1INF �— S 89'47'12'V 163.17' "BEASLEY" SET 5/8" IRON ROD REMAINDER OF WITH CAP STAMPED PERMANENT WATER YGORRONDONA' LINE EASEMENT VOLUME 14120, PAGE 73 D.R.T.C.T. HENRY ROBERTSON SURVEY ABSTRACT No. 1259 co . J:.........' ........::.'.':. Ln _ N ...:::::::a;::::::::: 0 • .:..... 0 o :::::-::: a:- :: 0. Z PERMANENT DRAINAGE EASEMENT AREA 1.456 ACRES OR 63,435 SQ. FT. 01 100 3.147 ACRES (BY DEED) WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC C.C.F. No. D219223128 O.P.R.T.C.T. LINE TABLE LINE BEARING DISTANCE L-1 S 60'01'22"W 40.29' L-2 S 00.17'21"E 28.34' L-3 S 41-48'02"E 93.69' MATCHLINE "B" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. N 89'47'12"E 350.00' LOT 5 I 10'UTILITY EASEMENT CABINET A, SLIDE 6756 P.R.T.C.T. LOT 6 cn N w ko cnw „r-4q� cn � o��Er �x�C4 LOT 7 ICIO O LOT 8 50 25 0 50 SCALE IN FEET w z J U Q olzr wor City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WACLEY ROBERTSON TO US 287 OF 's'rFRr�-�y _URSMITH CUR �-'�"••-••': �F5494 �Q�'O — �i'''• ,ESS ,,.p S PARCEL NO. 7DE CITY PROJ. NO. 103278 PERMANENT DRAINAGE EASEMENT OWNER: WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 1.456 ACRES OR 63,435 SQUARE FEET WHOLE PROPERTY ACREAGE: 3.147 ACRES (BY DEED) CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR 5494 TEXAS FIRM No. 10106900 JOB No. KHA_2218.00 DRAWN BY: RCS CAD FILE: 7 DE.DWG DATE: JULY 30, 2024 EXHIBIT B PAGE 1 OF 4 1 SCALE: 1" = 50' IND. GORRONDONA & ASSOCIATES, INC. • 2800 N.E. LOOP 820, SUITE 660 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768 0.1 Wo w z_ J U CQ G EXHIBIT "B " PARCEL No. 7DE W. BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) N 89'47'12"E 350.00' EXISTING ROW LINE — — - j — — — — — — — — — --- PERMANENTEWATER INE EASEMENT VOLUME 14120, PAGE 74 D.R.T.C.T. LOT 4 LOT 5 LOT 6/ LOT 8 LOT 3 1 LOT 2 BLOCK ESTATES HILL5 IDE 67 CA13INF p R IT �.T CARAVAN DRIVE (50' RIGHT-OF-WAY WIDTH) OgER�SON NE PBS(R P NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. oirr Wotrr FND 1/2" IRON ROD W a LOT 1 Q J 0 2 CD O� 00 LL 50 25 0 50 SCALE IN FEET City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL NO. 7DE CITY PROJ. NO. 103278 PERMANENT DRAINAGE EASEMENT OWNER: WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 1.456 ACRES OR 63,435 SQUARE FEET WHOLE PROPERTY ACREAGE: 3.147 ACRES (BY DEED) ,� OF CURTIS SMITH �,; ` • •,p�F�494o�Q.,. � SU9 JOB No. KHA-2218.00 DRAWN BY: RCS CAD FILE: 7 DE.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: DULY 30, 2024 EXHIBIT B PAGE 2 OF 4 SCALE: 1" = 50• NO. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. • 2800 N.E. LOOP 820, SUITE 660 FORT WORTH, TX. 76137 • 817-496-1424 FAX 817-496-1768 EXHIBIT "B " PARCEL No. 7DE MATCHLINE "B" HENRY ROBERTSON I I LOT 8 #- # 11 SURVEY ABSTRACT 0� 1 No. 1259 # I � I z w __:.......J....:; -. :..........::..:........:............:.-. LOT 9 O a 3.147 ACRES (BY DEED) ^ U) N ...: WAGLEY ROBERTSON 10'UTILITY EASEMENT CABINET A, SLIDE 6756 I NEIGHBORHOOD SHOPS P.R.T.C.T. 0 o Z : PERMANENT DRAINAGE : N BY SLATE, LLC o �.:; EASEMENT AREA C.C.F. No. D219223128 Lu r z o.. 1.456 ACRES OR \>t O.P.R.T.C.T. Q Z .:. J 63,435 SQ. FT 1N I O J w .: LOT 10 E 0 o 0 f �w h = �.: o....................................:.::::......... I CO aU G-1�F_ LD F N {._......:....._....................::.:::::.......:.. 0,W I 1 } N w LOT 11 REMAINDER OF PERMANENT WATER co cl� FT f ..... LINE EASEMENT VOLUME 14120, PAGE U D.R.T.C.T. _. LOT 12 MATCHLINE "C" NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 50 25 0 50 SCALE IN FEET FoRTWORTH City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 OF .�� rF P.��s'rFR CU TIS SMITH F5494 S PARCEL NO. 7DE CITY PROJ. NO. 103278 PERMANENT DRAINAGE EASEMENT OWNER: WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 1.456 ACRES OR 63,435 SQUARE FEET WHOLE PROPERTY ACREAGE: 3.147 ACRES (BY DEED) CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5494 TEXAS FlRM No. 10106900 JOB No. KHA-2218.00 I DRAWN BY: RCS CAD FILE: 7 DE.DWG DATE: JULY 30, 2024 1 EXHIBIT B PAGE 3 OF 4 SCALE: 1" = 50' GORRONDONA & ASSOCIATES, INC. • 2800 N.E. LOOP 820, SUITE 660 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768 0 O Z O F— Ir Lu m O rr LLu V Q �: w z 0 0 z Z L X W EXHIBIT "B " PARCEL No. 7DE MATCHLINE "C" REMAINDER OF —- PERMANENT WATER 1 LINE EASEMENT J.. VOLUME 14120, PAGE 73 DR.TCT w N LINE TABLE LINE BEARING DISTANCE L-4 S 59'26'15*E 38.92' L-5 S 00'27'21 *E 51.81' L-6 S 89'42'39W 199.93' z_. J HENRY ROBERTSON 0 } �fi SURVEY ABSTRACT �::... ... No. 1259 ;PERMANENT DRAINAGE rn : ' EASEMENT AREA k 1.456 ACRES OR f 63,435 SQ. F.T .. .... # .. 3.147 ACRES (BY DEED) WAGLEY ROBERTSON :: ".a::' ...... NEIGHBORHOOD SHOPS BY SLATE, LLC C.C.F. No. D219223128 :. .. ..:' O.P.R.T.C.T. . ... ... .. ..... .201NGRESS & EGRESS EASEMENT..........- r ::ir:r?r}r::{':( VOLUME 14414 PAGE E 296 1. D.R.T.C.T. - - ... . . .......... .... ...... :; ::: 1 :: L- 6 ::::::::: ...... .. :::: :::::::::: I SET 5/8" IRON ROD LOT 104 WITH CAP STAMPED PASSING AT "GORRONDONA" 187.93' 5'WALL MAINTENANCE EASEMENT CABINET A, SLIDE 10239 P.R. T.C.T. LOT 103 LOT 102 \ BLOCK 1 FOSSIL HILLS ESTATES CABINET A, SLIDE 10239 / P.R. T. C. T. NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. LOT 13 10'UTILITY EASEMENT CABINET A, SLIDE 6756 P.R.T.C.T. cf)ko �rq: ~ �U LOT 14 -i -4 CC~ Q4 -4w� co 70. v C l C R/ q q 6 / �V / q N G aq SSMq�O T \ -c /0,vr r sus zo• \ cqej Rq/N C \ �� S \ \ AR rc S6�ssT LOT 101 50 25 0 50 SCALE IN FEET FoRTWORTH City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL NO. 7DE CITY PROJ. NO. 103278 PERMANENT DRAINAGE EASEMENT OWNER: WAGLEY ROBERTSON NEIGHBORHOOD SHOPS BY SLATE, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 1.456 ACRES OR 63,435 SQUARE FEET WHOLE PROPERTY ACREAGE: 3.147 ACRES (BY DEED) JOB No. KHA_2218.00 I DRAWN BY: RCS I CAD FILE: 7 DE.DWG CUVTIS M � '..o_ 5494..ems � S REGISTERED PROFESSIONAL LAND SURVEYOR DATE: JULY 30, 2024 1 EXHIBIT B PAGI GORRONDONA & ASSOCIATES, INC. • 2800 N. scAl F- 1" = 50' TX. 76137 • 817-496-1424 FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 8 TE 750 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 1, Block 1 of Matyastik Daycare Addition No. 2, an addition to Tarrant County, Texas as recorded in County Clerk's File No. D210209977 of the Official Public Records of Tarrant County, Texas, said Lot 1 being described in deed to Bonds Ranch Development, LLC as recorded in County Clerk's File No. D219077554 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: BEGINNING at a point for the southeast corner of said Lot 1, said point being the southwest corner of Lot 2 of said Block 1, said point being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies), said point also being the beginning of a curve to the left having a radius of 600.00 feet, a central angle of 00 degrees 35 minutes 11 seconds and whose chord bears North 89 degrees 58 minutes 00 seconds West, a distance of 6.14 feet, from which a 1/2 inch iron rod with cap (illegible) found for corner in the south line of said Lot 2 bears a chord bearing of South 86 degrees 27 minutes 21 seconds East, a distance of 67.35 feet and a chord bearing of South 86 degrees 44 minutes 56 seconds East, a distance of 122.47 feet, said 1 /2 inch iron rod with cap (illegible) being in the north right-of-way line of said W. Bonds Ranch Road; THENCE with said curve to the left, with the south line of said Lot 1 and with the north right-of- way line of said W. Bonds Ranch Road, an arc length of 6.14 feet to an "X" cut in concrete found for corner; THENCE South 89 degrees 44 minutes 25 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 48.69 feet to a point for corner; THENCE North 00 degrees 15 minutes 35 seconds West, a distance of 25.00 feet to a point for corner; THENCE North 89 degrees 44 minutes 25 seconds East, a distance of 54.27 feet to a point for corner in the east line of said Lot 1, said point being in the west line of said Lot 2; THENCE South 01 degrees 32 minutes 44 seconds East, with the east line of said Lot 1 and with the west line of said Lot 2, a distance of 25.04 feet to the POINT OF BEGINNING and containing 0.031 acres (1,364 square feet) of land, more or less. Exhibit A Page 1 of 2 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 30, 2024 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 0 F CURTIS SMITH 9 ;°PoF5494 �P O 2�•._Ess��r• -� SUR��' Exhibit A Page 2 of 2 LINE TABLE LINE BEARING DISTANCE L-1 N 00'15'35"W 25.00' L-2 S 01'32'44"E 25.04'iiii EXHIBIT "B " PARCEL No. 8 TE CURVE TABLE CURVE RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH C-1 600.00' 06'26'07" S 86'27'21"E 67.35' 67.39' C-2 1,000.00' 07'01'18" S 86'44'56"E 122.47' 122.55' C-3 600.00' 00'35'11" N 89'58'00"W 6.14' 6.14' HENRY ROBERTSON ABSTRACT No. LOT 1 BONDS RANCH DEVELOPMENT LLC C.C.F. No. D219077554 O.P.R.T.C.T. TEMPORARY CONSTRUCTION EASEMENT AREA 0.031 ACRES OR 4 2CA CA = SURVEY 1259 13LpC� v0c'kRv ATykSTI N 140• 0 g77 M ADDIT D2102 C.C.F.OpRTC•T. —� MUTUAL ACCESS EASEMENT LOT 2 �1— C.C.F. No. D210209977 i O.P.R.T.C.T. W. BONDS RANCH ROAD (RIGHT—OF—WAY WIDTH VARIES) NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. 30 15 0 30 SCALE IN FEET oRrWo�r City of Fort Worth 200 TEXAS STREET FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 ,`P;•��\ ST�R�;. -f7 PARCEL N0. 8 TE CITY PROJ. N0. 103278_� �. � TEMPORARY CONSTRUCTION EASEMENT �C �TIS SMITH � OWNER: BONDS RANCH DEVELOPMENT LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT N0. 1259 ..�,»'•�OF�4 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ••• ACQUISITION AREA: 0.031 ACRES OR 1,364 SQUARE FEET WHOLE PROPERTY ACREAGE: 1.000 ACRES (BY PLAT) CURTIS SMITH JOB No. KHA_2218.00 DRAWN BY: JM CAD FILE: BTE.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: JULY 30, 2024 EXHIBIT B PAGE 1 OF 1 SCALE: 1" = 30' N0. 5494 TEXAS FlRM No. 10106900 GORRONDONA &ASSOCIATES, INC. 2800 N.E. LOOP 820, SURE 660 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 8 TE PT 2 750 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 1, Block 1 of Matyastik Daycare Addition No. 2, an addition to Tarrant County, Texas as recorded in County Clerk's File No. D210209977 of the Official Public Records of Tarrant County, Texas, said Lot 1 being described in deed to Bonds Ranch Development, LLC as recorded in County Clerk's File No. D219077554 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at an "X" cut in concrete found for corner in the south line of said Lot 1, said "X" cut in concrete being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies), from which a 1/2 inch iron rod with cap (illegible) found for corner in the south line of Lot 2 of said Block 1 bears a chord bearing of South 86 degrees 44 minutes 56 seconds East, a distance of 73.48 feet and a chord bearing of South 86 degrees 44 minutes 56 seconds East, a distance of 122.47 feet, said 1/2 inch iron rod with cap (illegible) being in the north right-of-way line of said W. Bonds Ranch Road; THENCE, South 89 degrees 44 minutes 25 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 150.00 feet to a point for the beginning of a curve to the right having a radius of 83.00 feet, a central angle of 90 degrees 15 minutes 54 seconds and whose chord bears North 45 degrees 07 minutes 42 seconds West, a distance of 117.65 feet; THENCE, with said curve to the right, with the southerly line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, an arc length of 130.76 feet to a point for corner in the west line of said Lot 1 and the east right-of-way line of Wagley Robertson Road (110' right-of-way width); THENCE, North 00 degrees 05 minutes 15 seconds West, with the west line of said Lot 1 and with the east right-of- way line of said Wagley Robertson Road, a distance of 40.86 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE North 00 degrees 05 minutes 15 seconds West, with the west line of said Lot 1 and with the east right-of-way line of said Wagley Robertson Road, a distance of 57.00 feet to a point for corner; THENCE North 89 degrees 54 minutes 45 seconds East, a distance of 34.00 feet to a point for corner; THENCE South 00 degrees 05 minutes 15 seconds East, a distance of 57.00 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 89 degrees 54 minutes 45 seconds West, a distance of 34.00 feet to the POINT OF BEGINNING and containing 0.044 acres (1,938 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: April 23, 2025 z--.0�Z- Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 OF PF CURTIS SMITH � ��5494 tf 4L- p. p.�,. �ss'.-c-� S U?I Exhibit A Page 2 of 2 Z = O~ 0 r I LLB o m I O= 0 r o Lu G Q i EXHIBIT "B " PARCEL No. 8 TE PT 2 L_3 + APPROXIMATE LOCATION OF FORT WORTH CITY LIMIT TARRANT COUNTY LIMIT ;:::_W—_... --------------------- ----- };:::;;;::::� 10'UTILITY EASEMENT .................. :... C.C.F. No. D210209977 O.P.R.T.C.T. . TEMPORARY .. ::�CONSTRUCTION:I EASEMENT AREA LOT 1 LOT 2 L-5.... 0.044 ACRES I OR 1,938 SO. FT. I P.O.B. i BONDS RANCH DEVELOPMENT LLC C.C.F. No. D219077554 BLOCK i o.P.R.T.C.T. MATYASTIK DAYCARE ADDITION No. 2 EXISTING C.C.F. No. D2 > 0209977 \` ,— RIGHT—OF—WAY O.P.R. T. C. T. `\ 10'UTILITY EASEMENT HENRY ROBERTSON SURVEY � . D210209977 \�,�,� f.P.R.T. C.C.F.... ABSTRACT No. 1259 ------------ S 89'44'25W 150.00' ___ _ LINE TABLE LINE BEARING DISTANCE L-1 N 00'05'15"W 40.86' L-2 N 00'05'15"W 57.00' L-3 N 89'54'45"E 34.00' L-4 S 00'05'15'E 57.00' L-5 S 89'54'45"W 34.00' P. 0. C. FOUND "X"CUT IN CONCRETE W. BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) CURVE TABLE CURVE RADIUS DELTA ANGLE CHORD BEARING ICHORD LENGTH ARC LENGTH C-1 600.00' 7'01'18" S 86'44'56"E 73.48' 73.53' C-2 1000.00' 7'01'18" S 86'44'56"E 122.47' 122.55' C-3 83.00' 90'15'54" N 45-07.42-W 117.65' 130.76' NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. C-1 2 V FOUND 1/2-IRON ROD WITH CAP (ILLEGIBLE) 60 30 0 60 SCALE IN FEET FoirrWOUH City o f Fort Worth 200 TEXAS STREET . FORT WORTH, TEXAS 76102 BONDS RANCH ROAD of FROM WACLEY ROBERTSON TO US 287 AlP;��sTFRF,.�� PARCEL NO. 8 TE PT 2 1 CITY PROJ. NO. 103278 OWNER: BONDS RANCH DEVELOPMENT LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.044 ACRES OR 1,938 SQUARE FEET WHOLE PROPERTY ACREAGE: 1.000 ACRES (BY PLAT) CURTIS SMITH ':l,0 5494 .,��: U CAD FILE: 8 TE PT 2.DWG (REGISTERED PROFESSIONAL LAND SURVEYOR SCAT F 1" = 60' NO. 5494 TEXAS FIRM No. 10106900 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 9 TE PT 1 700 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, Tarrant County, Texas, said temporary construction easement being a portion of Lot 2, Block 1 of Matyastik Daycare Addition No. 2, an addition to Tarrant County, Texas as recorded in County Clerk's File No. D210209977 of the Official Public Records of Tarrant County, Texas, said Lot 2 being described in deed to MDC Coast 26, LLC as recorded in County Clerk's File No. D222012886 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at an "X" cut in concrete found for corner in the south line of Lot 1 of said Block 1, said "X" cut in concrete being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies), said "X" cut in concrete also being the beginning of a curve to the right having a radius of 600.00 feet, a central angle of 00 degrees 35 minutes 11 seconds and whose chord bears South 89 degrees 58 minutes 00 seconds East, a distance of 6.14 feet; THENCE, with said curve to the right, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, an arc length of 6.14 feet to the POINT OF BEGINNING of the herein described temporary construction easement, said point being the southwest corner of said Lot 2, said point also being the southeast corner of said Lot 1; THENCE North 01 degrees 32 minutes 44 seconds West, with the west line of said Lot 2 and with the east line of said Lot 1, a distance of 25.04 feet to a point for corner; THENCE North 89 degrees 44 minutes 25 seconds East, a distance of 29.73 feet to a point for corner; THENCE South 02 degrees 58 minutes 24 seconds West, a distance of 26.00 feet to a point for corner in the south line of said Lot 2, said point being in the north right-of-way line of said W. Bonds Ranch Road, said point also being the beginning of a non -tangent curve to the left having a radius of 600.00 feet, a central angle of 02 degrees 38 minutes 48 seconds and whose chord bears North 88 degrees 21 minutes 00 seconds West, a distance of 27.71 feet, from which a 1 /2 inch iron rod with cap (illegible) found for corner in the south line of said Lot 2 bears a chord bearing of South 85 degrees 07 minutes 56 seconds East, a distance of 39.67 feet and a chord bearing of South 86 degrees 44 minutes 56 seconds East, a distance of 122.47, said 1/2 inch iron rod with cap (illegible) being in the north right-of-way line of said W. Bonds Ranch Road; Exhibit A Page 1 of 2 THENCE with said non -tangent curve to the left, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, an arc length of 27.72 feet to the POINT OF BEGINNING and containing 0.017 acres (729 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 24, 2024 2s L_' Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 Exhibit A Page 2 of 2 LOT 1 F-------- 11 P. 0. C. END "X" CUT IN CONCRETE EXHIBIT "B " PARCEL No. 9 TE PT 1 CURVE TABLE CURVE RADIUS I DELTA ANGLE I CHORD BEARING I CHORD LENGTH ARC LENGTH C-1 600.00" 00.35'11" S 89.58'00"E 6.14' 6.14' C-2 600.00' OT38'48" N 88'21'00"W 27.71' 27.72' C-3 600.00' 03*47'19" S 85.07'56"E 39.67' 39.67' C-4 1000.00' OT01'18" S 86.44'56"E 122,47 122.55' MUTUAL ACCESS EASEMENT C.C.F. No. D210209977 O.P.R.T.C.T. L-2 IE CK DAY CAgIE 13L0 gA TyA5T10 No2� g77 ADDIT D21 0 CCF opP.- * LOT 2 MDC COAST 26, LLC C.C.F. No. D222012886 O.P.R.T.C.T. LINE TABLE L1NE BEARING DISTANCE L-1 '44 I TEMPORARY CONSTRUCTION EASEMENT AREA 0. 017 ACRES OR 729 SQ. FT. I I L I\ I\ I I\ V V L I\ 1 .. J V I J V 1♦ ♦ L 1 ABSTRACT No. 1259 W. BONDS RANCH ROAD (RIGHT—OF—WAY WIDTH VARIES) NOTES: 1, A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. FORT WORT 30 15 0 30 SCALE IN FEET City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD �� of TF FROM WAGLEY ROBERTSON TO US 287 AlP:�� srFR� •,�� PARCEL NO. 9 TE PT 1 CITY PROJ. NO. 103278 TEMPORARY CONSTRUCTION EASEMENT TIS SMIT ' OWNER: MDC COAST 26, LLC "O 5494 x SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 y` pOr LOCATION: TARRANT COUNTY, TEXAS ••• ACQUISITION AREA: 0.017 ACRES OR 729 SQUARE FEET S WHOLE PROPERTY ACREAGE: 1.603 ACRES (BY PLAT) CURTIS SMITH JOB No. KHA_2218.00 DRAWN BY: JM CAD FILE: 9 TE PT 1.DWG REGISTERED PROFESSIONAL LAND SURVEYOR DATE: JULY 24, 2024 EXHIBIT B PAGE 1 OF 1 SCALE: 1" = 30' No. 5494 TEXAS FIRM No. 10106900 GORRONDONA & ASSOCIATES, INC. • 2800 N.E. LOOP 820, SUITE 660 FORT WORTH, TX. 76137 817-496-1424 FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 9 TE PT 2 700 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, Tarrant County, Texas, said temporary construction easement being a portion of Lot 2, Block 1 of Matyastik Daycare Addition No. 2, an addition to Tarrant County, Texas as recorded in County Clerk's File No. D210209977 of the Official Public Records of Tarrant County, Texas, said Lot 2 being described in deed to MDC Coast 26, LLC as recorded in County Clerk's File No. D222012886 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at an iron rod with 1-1/2 aluminum cap found for the southeast corner of said Lot 2, said iron rod with 1-1/2 inch aluminum cap being the southwest corner of Lot 1, Block 1 of Emerald Park, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Slide, 8573 of the Plat Records of Tarrant County, Texas, said iron rod with 1-1/2 inch aluminum cap also being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies); THENCE, South 89 degrees 44 minutes 25 seconds West, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 10.68 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 89 degrees 44 minutes 25 seconds West, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 44.99 feet to a point for corner, from which a 1 /2 inch iron rod with cap (illegible) found for corner in the south line of said Lot 2 bears South 89 degrees 44 minutes 25 seconds West, a distance of 91.45 feet, said 1 /2 inch iron rod with cap (illegible) being in the north right- of-way line of said W. Bonds Ranch Road; THENCE North 00 degrees 14 minutes 04 seconds West, a distance of 10.96 feet to a point for corner; THENCE North 89 degrees 44 minutes 25 seconds East, a distance of 44.99 feet to a point for corner; THENCE South 00 degrees 14 minutes 04 seconds East, a distance of 10.96 feet to the POINT OF BEGINNING and containing 0.011 acres (493 square feet) of land, more or less. Exhibit A Page 1 of 2 Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 24, 2024 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900re Exhibit A Page 2 of 2 EXHIBIT 99B " PARCEL No. 9 TE PT 2 I Rv E� 8ERj5�N 25g No• 2 H�NR� RRPC,� No. HLpCK ADDITj77 I Ag5 DAyCARD21p2099 I I I1� o MATyAs C.C.F• O.P.P.- T•CC.T.T I I I LINE TABLE LINE BEARING DISTANCE L-1 S 89'4425"W 10.68' L-2 S 89'4425 44.99' L-3 N 00'14'04"W 10.96' L-4 N 89'44'25"E 44.99' L-5 S 00'14'04"E 10.96' LOT 2 MDC COAST 26, LLC C.C.F. No. D222012886 O.P.R.T.C.T. I TEMPORARY CONSTRUCTION EASEMENT AREA 0.011 ACRES OR 493 SQ. FT. 10'UTILITY EASEMENT 0209977 C.C.F. No. D21 O.P.R.T.C.T. I I 10'UTILITY EASEMENT I ----C.C-f� No. D210209977 L-4 — _ — — — O.P.R.T.C.T. _ ------------L-3�:4... — — — — ---�1 — S 89'44'25"W 91.45' �I _ — L-1 e L-2 LFND 1/2"IRON ROD WITH CAP (ILLEGIBLE) P.O.B. W. BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. oxr WORTH cr H 0 � 3 LOT 2 J � oZ cI LL O O U Z Z O a o w a ME LOT 1 X IO = a_ la BLOCK PARK 573 LIDE 8 1EMERALD clkl3lNETp-'ft'-T-C-T- L-5 I I P.O.C. I FND IRON ROD WITH 1-1/2"ALUMINUM CAP I 30 15 0 30 SCALE IN FEET City o f Fort Worth 200 TEXAS STREET FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL N0. 9 TE PT 2 CITY PROJ. N0. 103278 TEMPORARY CONSTRUCTION EASEMENT OWNER: MDC COAST 26, LLC SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT N0. 1259 LOCATION: TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.011 ACRES OR 493 SQUARE FEET WHOLE PROPERTY ACREAGE: 1.603 ACRES (BY PLAT) JOB No. KHA_2218.00 DRAWN BY: JM CAD FlLE: 9 TE PT 2.DWG DATE: JULY 24, 2024 EXHIBIT B PAGE 1 OF 1 SCALE: 1" = 30' GORRONDONA &ASSOCIATES, INC. 2800 N.E. LOOP 820, SURE 660 FORT WORTH, TX. 761 OF rcl�e�ll ��STf� RTIS SMITA CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR N0. 5494 TEXAS FIRM No. 10706900 • 817-496-1424 FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 10 TE 524 W BONDS RANCH ROAD LOT 1, BLOCK 1, PROPERTIES AT BONDS RANCH EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 1, Block I of Properties at Bonds Ranch, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Instrument No. D216172499 of the Official Public Records of Tarrant County, Texas, said Lot 1 being described in deed to Terravet III SVP Master LLC as recorded in Instrument No. D221055162 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: BEGINNING at a point for the southeast corner of said Lot 1, said point being the southwest corner of Lot 2 of said Block 1, said point also being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies), from which a 1/2 inch iron rod with cap (illegible) found for the southeast corner of Lot 2 of said Block 1 bears North 89 degrees 41 minutes 38 seconds East, a distance of 250.96 feet, said 1/2 inch iron rod with cap (illegible) being the southwest corner of Lot 1, Block A of Church of Jesus Christ of Latter -Day Saints Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Instrument No. D208251677 of said Official Public Records of Tarrant County, Texas, said 1/2 inch iron rod with cap (illegible) also being in the north right-of-way line of said W. Bonds Ranch Road, and from which an "X" cut in concrete found for reference bears South 20 degrees 10 minutes 06 seconds West, a distance of 1.06 feet; THENCE South 89 degrees 41 minutes 38 seconds West, with the south line of Lot 1 of said Block 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 38.68 feet to a point for corner; THENCE South 89 degrees 42 minutes 01 seconds West, with the south line of Lot 1 of said Block 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 81.18 feet to a point for corner; THENCE North 00 degrees 19 minutes 10 seconds West, a distance of 19.96 feet to a point for corner; THENCE North 89 degrees 41 minutes 42 seconds East, a distance of 70.00 feet to a point for corner; THENCE South 00 degrees 19 minutes 10 seconds East, a distance of 5.00 feet to a point for corner; Exhibit A Page 1 of 2 THENCE North 89 degrees 41 minutes 42 seconds East, a distance of 49.85 feet to a point for corner in the east line of Lot 1 of said Block 1, said point being in the west line of Lot 2 of said Block 1, from which a 5/8 inch iron rod with cap stamped "BEASLEY" found for the northeast corner of Lot 1 of said Block 1 bears North 00 degrees 21 minutes 43 seconds West, a distance of 336.97 feet, said 5/8 inch iron rod with cap stamped `BEASLEY' being the northwest corner of Lot 2 of said Block 1, said 5/8 inch iron rod with cap stamped BEASLEY' also being in the south line of Lot 28, Block 3 of Emerald Park Phase Two, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 10538 of the Plat Records of Tarrant County, Texas; THENCE South 00 degrees 21 minutes 43 seconds East, with the east line of Lot 1 of said Block 1 and with the west line of Lot 2 of said Block 1, a distance of 14.97 feet to the POINT OF BEGINNING and containing 0.049 acres (2,144 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: November 17, 2025 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 OF T 4- CURTIS SMITH 5494 SUR Exhibit A Page 2 of 2 LINE TABLE LINE BEARING DISTANCE L-1 N 89'41'38"E 250.96' L-2 S 89'41'38"W 38.68' L-3 S 00' 19' 10"E 5.00' L-4 N 89'41'42"E 49.85' L-5 S 00'21'43"E 14.97' w z J -17 F- Q EXHIBIT "B " PARCEL No. 10 TE LOT 28 BLOCK 3 EMERALD PARK PHASE TWO CABINET A, SLIDE 10538 P. R. T. C. T. LOT 1 TERRAVET III SVP MASTER LLC INSTRUMENT No. D221055162 Z O.P.R.T.C.T. o TEMPORARY w CONSTRUCTION EASEMENT AREA LA 0.049 ACRES OR 91 2.144 SO. FT.ID BLOCK A CHURCH OF JESUS CHRIST OF LATTER—DAY SAINTS ADDITR INSTRUMENT No. D208251677 O.P.R.T.C.T. LOT 29 FND 5/8" IRON ROD WITH CAP STAMPED "BEASLEY" HENRY ROBERTSON SURVEY ABSTRACT No. 1259 BLOC IE PRIT� S AT sTgANCT NO• D21 172499 •C•T• O•p.RT LOT 2 W. BONDS RANCH ROAD P. 0. B. (RIGHT—OF—WAY WIDTH VARIES) FND "X" CUT IN CONCRETE FOR REFERENCE BEARS S 20'10'06"W. 1.06' NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. FuTWOUH FND 1/2-IRON ROD WITH CAP (ILLEGIBLE) L-1 LOT 1 30 15 0 30 SCALE IN FEET City ®f Fort Worth 200 TEXAS STREET FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL N0. 10 TE CITY PROJ. N0. 103278 OWNER: TERRAVET III SVP MASTER LLC SURVEY: LOT 1, BLOCK 1, PROPERTIES AT BONDS RANCH LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.049 ACRES OR 2,144 SQUARE FEET WHOLE PROPERTY ACREAGE: 1.817 ACRES (BY PLAT) CAD FILE: 10 TE—R02.DWG SCAI F 1" 30' of CURTIS SMITH QQ�FS\ t���d/:P cc CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR 3 $COLD pARK8573 EMERA SLIDE CABINS P P, T C.T. LOT 2 EXHIBIT "B " PARCEL No. 10 TE HENRY ROBERTSON ABSTRACT No. Doc IES AT pp STRANCT 90 5TB'JNIE724g9 16 N0• D g.T•C'T• 0•p• 7.5'UTILITY EASEMENT - CABINET A, SLIDE 8573 P.R.T.C.T. � I �ILOT 1 W. BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. FuTWORTH SURVEY 1259 LOT 1 TERRAVET III SVP MASTER LLC INSTRUMENT No. D221055162 O.P.R.T.C.T. TEMPORARY CONSTRUCTION EASEMENT AREA 0.049 ACRES OR 2.144 SO. Fr. N 89'41'42'E 70.00' N S 89.42'01 V-/ 81.18' 30 15 0 30 SCALE IN FEET City ®f Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL NO. 10 TE I CITY PROJ. NO. 103278 OWNER: TERRAVET III SVP MASTER LLC SURVEY: LOT 1, BLOCK 1, PROPERTIES AT BONDS RANCH LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.049 ACRES OR 2,144 SQUARE FEET WHOLE PROPERTY ACREAGE: 1.817 ACRES (BY PLAT) CAD FILE: 10 TE-R02.DWG SCAT F' 1" = 30' G�srFR :F+� CURTIS SMITH 5494 w z J U H Q REGISTERED PROFESSIONAL LAND SURVEYOR BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 11 TE PT 1 516 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 2, Block 1 of Properties at Bonds Ranch, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in County Clerk's File No. D216172499 of the Official Public Records of Tarrant County, Texas, said Lot 2 being described in deed to 516 W Bonds Ranch Limited Liability Company as recorded in County Clerk's File No. D222137882 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap (illegible) found for the southeast corner of said Lot 2, said 1/2 inch iron rod with cap (illegible) being the southwest corner of Lot 1, Block A of Church of Jesus Christ of Latter -Day Saints Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in County Clerk's File No. D208251677 of said Official Public Records of Tarrant County, Texas, said 1/2 inch iron rod with cap (illegible) also being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies), from which a 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" found for the most southerly southeast corner of said Lot 1 bears North 89 degrees 41 minutes 35 seconds East, a distance of 536.85 feet, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" being the southwest corner of Lot 78, Block 3 of Emerald Park Phase Two, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 10538 of the Plat Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" also being in the north right-of-way line of said W. Bonds Ranch Road; THENCE, South 89 degrees 41 minutes 38 seconds West, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 240.85 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 89 degrees 41 minutes 38 seconds West, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 10.11 feet to a point for the southwest corner of said Lot 2, said point being the southeast corner of Lot 1, Block 1 of said Properties at Bonds Ranch, from which an "X" cut in concrete found for reference bears South 20 degrees 10 minutes 06 seconds West, a distance of 1.06 feet; THENCE North 00 degrees 21 minutes 43 seconds West, with the west line of said Lot 2 and with the east line of Lot 1 of said Block 1, a distance of 14.97 feet to a point for corner; THENCE North 89 degrees 41 minutes 42 seconds East, a distance of 10.15 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 00 degrees 12 minutes 51 seconds East, a distance of 14.97 feet to the POINT OF BEGINNING and containing 0.003 acres (152 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 24, 2024 r Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 �F T CURTIS SMITH \� y:;apoF5494 ti.., s Ss�°��i a UR` Exhibit A Page 2 of 2 EXHIBIT "B " PARCEL No. 11 TE PT 1 HENRY ROBERTSON SURVEY ABSTRACT No. 1259 I 13LoUA AT PELINE g9 I pBoNps 1) 161724 C.C. F 0 P R T C.T. LOT 2 516 W BONDS RANCH LIMITED LIABILITY COMPANY C.C.F. No. D222137882 O.P.R.T.C.T. LOT 1 I LOT 76 LOT 1 BLOCK 3 EMERALD PARK PHASE TWO CABINET A, SLIDE 10538 P. R. T. C. T. TEMPORARY CONSTRUCTION EASEMENT AREA 0.003 ACRES OR 152 SQ. FT. L-5 r r P rn FND "X" CUT IN L-3 CONCRETE FOR REFERENCE BEARS S 20'10'06"W, 1.06' P• O•B• L-2 OF W. BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) UNE TABLE LIN BEARING DISTANCE L-1 N 89'41'35E 536.85' L-2 S 89'41 38"W 240.85' L-3 S 89'41'38"W 10.11' L-4 N 00'21'43"W 14.97' L-5 N 89'41'42'E 10.15' L-6 S 00'12'S1"E 14.97' $LACK US CHRjDITION CxURCR'DAYJ D2p82516D7 I OF LA CTC.F• No. p.R•T'C•T I L-1 FND 5/8"IRON ROD P. 11RON C. WITH CAP STAMPED "MYCOSKIE MCINNIS" FND 1/2" OD WITH CAP LE) NOTES: 1.A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. oirrWoxr 30 15 0 30 SCALE IN FEET City of Fort Worth 200 TEXAS STREET FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL N0. 11 TE PT 1 CITY PROJ. N0. 103278 TEMPORARY CONSTRUCTION EASEMENT OWNER: 516 W BONDS RANCH LIMITED LIABILITY COMPANY SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT N0. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.003 ACRES OR 152 SQUARE FEET WHOLE PROPERTY ACREAGE: 2.040 ACRES (BY PLAT) JOB No. KHA_2218.00 DRAWN BY: JM CAD FILE: 11 TE PT 1.DWG OF Al DATE: JULY 24, 2024 EXHIBIT B PAGE 1 OF 1 SCALE: 1" = 30' GORRONDONA &ASSOCIATES, INC. 2800 N.E. LOOP 820, SUITE 660 FORT WORTH, TX. 76137 CURTIS SMITH rA 5494 � VIE URTIS SMITH GISTERED PROFESSIONAL LAND SURVEYOR FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 11 TE PT 2 516 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 2, Block 1 of Properties at Bonds Ranch, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in County Clerk's File No. D216172499 of the Official Public Records of Tarrant County, Texas, said Lot 2 being described in deed to 516 W Bonds Ranch Limited Liability Company as recorded in County Clerk's File No. D222137882 of said Official Public Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with cap (illegible) found for the southeast corner of said Lot 2, said 1/2 inch iron rod with cap (illegible) being the southwest corner of Lot 1, Block A of Church of Jesus Christ of Latter -Day Saints Addition, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in County Clerk's File No. D208251677 of said Official Public Records of Tarrant County, Texas, said 1/2 inch iron rod with cap (illegible) also being in the north right- of-way line of W. Bonds Ranch Road (right-of-way width varies), from which a 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" found for the most southerly southeast corner of said Lot 1 bears North 89 degrees 41 minutes 35 seconds East, a distance of 536.85 feet, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" being the southwest corner of Lot 78, Block 3 of Emerald Park Phase Two, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Cabinet A, Slide 10538 of the Plat Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" also being in the north right-of-way line of said W. Bonds Ranch Road; THENCE, South 89 degrees 41 minutes 38 seconds West, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 36.75 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 89 degrees 41 minutes 38 seconds West, with the south line of said Lot 2 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 62.00 feet to a point for corner; THENCE North 00 degrees 18 minutes 22 seconds West, a distance of 10.00 feet to a point for corner; THENCE North 89 degrees 41 minutes 38 seconds East, a distance of 62.00 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 00 degrees 18 minutes 22 seconds East, a distance of 10.00 feet to the POINT OF BEGINNING and containing 0.014 acres (620 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 24, 2024 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 OF CURTIS SMITH 5494 FfSS�ti � O SUR Exhibit A Page 2 of 2 EXHIBIT "B " PARCEL No. 1 > TE PT 2 HENRY ROBERTSON SURVEY ABSTRACT No. 1259 BLpC IE5 AT PSOPE TIES BAND D2j6 C.C•F• NO. p.R•T•C•T LOT 2 516 W BONDS RANCH LIMITED LIABILITY COMPANY C.C.F. No. D222137882 O.P.R.T.C.T. TEMPORARY CONSTRUCTION EASEMENT AREA 0.014 ACRES OR 620 SQ. FT. L-5 L-6 f. ""' . .� ................ L-3 --: W. BONDS RANCH ROAD (RIGHT—OF—WAY WIDTH VARIES) BLOCK 3 EMERALD PARK PHASE TWO CABINET A, SLIDE 10538 P. R. T. C. T. L-- -IF — LINE TABLE LINE I BEARING DISTANCE L-1 N 89'41'35"E 536.85' L-2 S 89'41'38"W 36.75' L-3 S 89'41'38"W 62.00' L-4 N 00'18'22"W 10.00' L-5 N 89'41'38"E 62.00' L-6 S 00'18'22"E 10.00' LOT 1 IBLACK U5 CH pf)IT10 I CHURC11 D OF LF J5 lr4TS 167 A C.CF/ p.R T•C'T• 0. P. 0. C. FND 1/2" IRON ROD WITH CAP ILLEGIBLE) NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. FORT WORT L1 LOT 78 V -- FND 5/8"IRON ROD WITH CAP STAMPED "MYCOSKIE MCINNIS" 30 15 0 30 SCALE IN FEET City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL NO. 11 TE PT 2 CITY PROJ. NO. 103278 TEMPORARY CONSTRUCTION EASEMENT OWNER: 516 W BONDS RANCH LIMITED LIABILITY COMPANY SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.014 ACRES OR 620 SQUARE FEET WHOLE PROPERTY ACREAGE: 2.040 ACRES (BY PLAT) JOR No. KHA 2218.00 1 DRAWN BY: JM I CAD FILE: 11 TE PT STE�:Ff CURTIS SMITH .� r 54 O SU _ CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR DATE: JULY 24, 2024 GORRONDONA & • 2800 N.E. LOOP 820, SUITE SCAT F- 1 " = 30 TX. 76137 • 817-496-1 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 12 TE PT 1 500 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 1, Block A of Church of Jesus Christ of Latter -Day Saints Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in County Clerk's File No. D208251677 of the Official Public Records of Tarrant County, Texas, said Lot 1 being described in deed to Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter -Day Saints as recorded in Volume 14954, Page 224 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" found for the most southerly southeast corner of said Lot 1, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" being the southwest corner of Lot 78, Block 3 of Emerald Park Phase Two, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 10538 of the Plat Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" also being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies); THENCE, South 89 degrees 41 minutes 35 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 327.49 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 89 degrees 41 minutes 35 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 46.00 feet to a point for corner, from which a 1/2 inch iron rod with cap (illegible) found for the southwest corner of said Lot 1 bears South 89 degrees 41 minutes 35 seconds West, a distance of 163.36 feet, said 1/2 inch iron rod with cap (illegible) being the southeast corner of Lot 2, Block 1 of Properties at Bonds Ranch, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in County Clerk's File No. D216172499 of said Official Public Records of Tarrant County, Texas, said 1/2 inch iron rod with cap (illegible) also being in the north right-of-way line of said W. Bonds Ranch Road; THENCE North 00 degrees 18 minutes 25 seconds West, a distance of 6.00 feet to a point for corner; THENCE North 89 degrees 41 minutes 35 seconds East, a distance of 46.00 feet to a point for corner; Exhibit A Page 1 of 2 THENCE South 00 degrees 17 minutes 49 seconds East, a distance of 6.00 feet to the POINT OF BEGINNING and containing 0.006 acres (276 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: July 17, 2024 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 K CURTIS SMITH A 5494 19� SIJRJ��O Exhibit A Page 2 of 2 EXHIBIT "B " PARCEL No. 12 TE PT 1 HENRY ROBERTSON SURVEY ABSTRACT No. 1259 I LOT 2 BLOCK 1 PROPERTIES AT BONDS RANCH C.C.F. No. D216172499 I I 0. P. R. T. C. T. I BLOCK A CHURCH OF JESUS CHRIST OF LATTER-DAY SAINTS ADDITION C.C.F. No. D208251677 0. P. R. T. C. T. I I I 10'UTILITY EASEMENT 10'X10' I C.C.F. No. D2082511577 p,O.S.E. O.P.R.T.C.T. C.C.F. No. D208251677— I A O.P.R.T.C.T. ---�IIr------------------------ V _ L 4 —.ry.. L-3 FND 1/2"IRON ROD WITH CAP (ILLEGIBLE) LINE TABLE LINE I BEARING DISTANCE L-1 S 89'41'35W 327.49' L-2 S 89'41'35W 46.00' L-3 S 89'41'35W 163.36' L-4 N 0018'25"W 6.00' L-5 N 89'41'35'E 46.00' L-6 S 00'17'49'E 6.00' LOT 78 BLOCK 3 EMERALD PARK PHASE TWO CABINET A, SLIDE 10538 P. R. T. C. T. LOT 1 CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER—DAY SAINTS VOLUME 14954 PAGE 224 D.R.T.C.T. I I I I I I I I I 26' FIRE LANE C.C.F. No. D208251677 O.P.R.T.C.T. I I I I I I 10'X10' P.O.S.E. -- C.C.F. No. D208251677 A -- -- I O.P.R.T.C.T. ---JI -5 J _ � Ir L-6 ..1 TEMPORARY P.O.B. CONSTRUCTION EASEMENT AREA 0.006 ACRES OR 276 SQ. FT. W.BONDS RANCH ROAD (RIGHT-OF-WAY WIDTH VARIES) NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. oxr Wotrr C. FND /8 IRONROD WITH CAP STAMPED "MYCOSKIE MCINNIS" 30 15 0 30 SCALE IN FEET City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 PARCEL NO. 12 TE PT 1 CITY PROJ. NO. 103278 TEMPORARY CONSTRUCTION EASEMENT OWNER: CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER—DAY SAINTS SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.006 ACRES OR 276 SQUARE FEET WHOLE PROPERTY ACREAGE: 4.510 ACRES (BY DEED) DATE: JULY 17, 2024 1 EXHIB GORRONDONA & ASSOCIATES, INC. - CAD FILE: 12 TE PT 1.DWG SCALE: 1 " = 30' 660 FORT WORTH, TX. 76137 OF j. \ s'r'eR CU TIS SMI_ r • . ,0 5494 .e, SMITH ) PROFESSIONAL LAND SURVEYOR FAX 817-496-1768 BONDS RANCH ROAD FROM WAGLEY ROBERTSON TO US 287 CITY PROJECT NO. 103278 PARCEL NO. 12 TE PT 2 500 W BONDS RANCH ROAD HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 EXHIBIT "A" Being a temporary construction easement situated in the Henry Robertson Survey, Abstract No. 1259, City of Fort Worth, Tarrant County, Texas, said temporary construction easement being a portion of Lot 1, Block A of Church of Jesus Christ of Latter -Day Saints Addition, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in County Clerk's File No. D208251677 of the Official Public Records of Tarrant County, Texas, said Lot 1 being described in deed to Corporation of the Presiding Bishop of the Church of Jesus Christ of Latter -Day Saints as recorded in Volume 14954, Page 224 of the Deed Records of Tarrant County, Texas, said temporary construction easement being more particularly described by metes and bounds as follows: COMMENCING at a 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" found for the most southerly southeast corner of said Lot 1, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" being the southwest corner of Lot 78, Block 3 of Emerald Park Phase Two, an addition to the City of Fort Worth, Tarrant County, Texas, as recorded in Cabinet A, Slide 10538 of the Plat Records of Tarrant County, Texas, said 5/8 inch iron rod with cap stamped "MYCOSKIE MCINNIS" also being in the north right-of-way line of W. Bonds Ranch Road (right-of-way width varies); THENCE, South 89 degrees 41 minutes 35 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 25.37 feet to the POINT OF BEGINNING of the herein described temporary construction easement; THENCE South 89 degrees 41 minutes 35 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 10.09 feet to a point for corner; THENCE North 00 degrees 18 minutes 25 seconds West, a distance of 20.00 feet to a point for corner; THENCE South 89 degrees 41 minutes 35 seconds West, a distance of 30.00 feet to a point for corner; THENCE South 00 degrees 18 minutes 25 seconds East, a distance of 20.00 feet to a point for corner in the south line of said Lot 1, said point being in the north right-of-way line of said W. Bonds Ranch Road; Exhibit A Page 1 of 2 THENCE South 89 degrees 41 minutes 35 seconds West, with the south line of said Lot 1 and with the north right-of-way line of said W. Bonds Ranch Road, a distance of 81.91 feet to a point for corner, from which a 1/2 inch iron rod with cap (illegible) found for the southwest corner of said Lot 1 bears South 89 degrees 41 minutes 35 seconds West, a distance of 389.48 feet, said 1/2 inch iron rod with cap (illegible) being the southeast corner of Lot 2, Block 1 of Properties at Bonds Ranch, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in County Clerk's File No. D216172499 of said Official Public Records of Tarrant County, Texas, said 1/2 inch iron rod with cap (illegible) also being in the north right-of-way line of said W. Bonds Ranch Road; THENCE North 00 degrees 18 minutes 25 seconds West, a distance of 28.00 feet to a point for corner; THENCE North 89 degrees 41 minutes 35 seconds East, a distance of 122.00 feet to a point for corner; THENCE South 00 degrees 18 minutes 25 seconds East, a distance of 28.00 feet to the POINT OF BEGINNING and containing 0.065 acres (2,816 square feet) of land, more or less. Notes: (1) A plat of even survey date herewith accompanies this legal description. (2) All bearings and coordinates are referenced to the Texas Coordinate System, NAD-83, The North Central Zone 4202, all distances and areas shown are surface. Date: November 17, 2025 Curtis Smith Registered Professional Land Surveyor No. 5494 Texas Firm No. 10106900 OF SrfRF: f9 CURTIS SMITH 5494 P'O SUR �' Exhibit A Page 2 of 2 EXHIBIT "B " LOT 2 BLOCK f PARCEL No. 12 TE PT 2 PROPERTIES HENRY ROBERTSON SURVEY BONDS RANCHH C.C.F. No. D216172499 ABSTRACT No. 1259 O.P.R.T.C.T. FND 1/2"IRON ROD I 10'X10' 1� 10'X10' WITH CAP (ILLEGIBLE) L P.O.S.E. C.C.F. No. D208251677 P•O.S.E. D O.P.R.T.C.T. C.C.F. No. D208251677 O.P.R.T.C.T. LINE TABLE LINE BEARING DISTANCE L-1 S 89'41'35"W 25.37' L-2 S 89'41'35"W 10.09' L-3 N 0018'25"W 20.00' L-4 S 89*41'35W 30.00' L-5 S 00'18'25"E 20.00' L-6 S 89'41'35"W 389.48' L-7 N 00' 18'25'W 28.00' L-8 S 00-18.25"E 1 28.00' W.BONDS RANCH ROAD (RIGHT—OF—WAY WIDTH VARIES) NOTES: 1. A LEGAL DESCRIPTION OF EVEN DATE ACCOMPANIES THIS PLAT. 2. ALL BEARINGS AND COORDINATES ARE REFERENCED TO THE TEXAS COORDINATE SYSTEM, NAD-83, THE NORTH CENTRAL ZONE 4202, ALL DISTANCES AND AREAS SHOWN ARE SURFACE. BLOCK 3 EMERALD PARK PHASE TWO CABINET A, SLIDE 10538 P.R. T. C. T. 10'UTILITY EASEMENT r C.C.F. No. D208251677 O.P.R_T.C.T. LOT 78 EXISTING RIGHT—OF—WAY P. 0. C. FND 5/8" IRON ROD WITH CAP STAMPED "MYCOSKIE MCINNIS" 30 15 0 30 SCALE IN FEET City of Fort Worth 200 TEXAS STREET • FORT WORTH, TEXAS 76102 BONDS RANCH ROAD FROM WACLEY ROBERTSON TO US 287 PARCEL NO. 12 TE PT 2 I CITY PROJ. NO. 103278 TEMPORARY CONSTRUCTION EASEMENT OWNER: CORPORATION OF THE PRESIDING BISHOP OF THE CHURCH OF JESUS CHRIST OF LATTER—DAY SAINTS SURVEY: HENRY ROBERTSON SURVEY, ABSTRACT NO. 1259 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACQUISITION AREA: 0.065 ACRES OR 2,816 SQUARE FEET WHOLE PROPERTY ACREAGE: 4.510 ACRES (BY DEED) JOB No. KHA_2218.00 DRAWN BY: JM CAD FILE: 12 TE PT 2 REVI.DWG DATE: NOVEMBER 17. 2025 1 FXHIAIT A PAGF 1 OF 1 1 SCALF: 1' = 30' 0 F T- CURTIS SMITH �M �0 5494 �P .;.ESS \O,. CURTIS SMITH REGISTERED PROFESSIONAL LAND SURVEYOR GEOTECHNICAL ENGINEERING STUDY BONDS RANCH ROAD IMPROVEMENTS WAGLEY ROBERTSON ROAD TO US-287 FORT WORTH, TEXAS Presented To: Kimley-Horn and Associates, Inc. March 2023 PROJECT NO. 103-22-457 March 13, 2023 Report No. 103-22-457 Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, Texas 76102 Attn: Mr. Josh Kercho, P.E. GEOTECHNICAL ENGINEERING STUDY BONDS RANCH ROAD IMPROVEMENTS WAGLEY ROBERTSON ROAD TO US-287 FORT WORTH, TEXAS Dear Mr. Kercho: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposals 22-8492 (Revised) dated March 7, 2022 and 22-8492-1 dated November 30, 2022. Authorization to proceed was provided via Kimley-Horn and Associates, Inc. Individual Project Order Numbers 061018408 dated November 14, 2022 and 061018408-02 dated December 6, 2022. Engineering analyses and recommendations are contained in the text section of the report. 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 the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Kimley-Horn and Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CIVI1 ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 Matthew W. Kammerdiener, P.E. Project Engineer Texas No. 127818 �PtE OF TF:Iq �► S yt �MATTHEW W KAMMERDIENER% r................... ••..... 12 7. 18 rII ��FS4!cFNsE�G�a� % copies submitted: (2) Mr. Josh Kercho, P.E.; Kimley-Horn and Associates, Inc. (email & mail) CMJ Engineering 7636 Pebble Drive p: 817.284.9400 Fort Worth, TX 76118 f: 817.589.9993 www.cmjengr.com TABLE OF CONTENTS Paqe 1.0 INTRODUCTION------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS-------------------------------------------------------------------------------------- 4 4.0 EXISTING FILLS------------------------------------------------------------------------------------------------------- 6 5.0 PAVEMENT DESIGN------------------------------------------------------------------------------------------------- 7 6.0 EARTHWORK ---------------------------------------------------------------------------------------------------------- 12 7.0 CONSTRUCTION OBSERVATIONS-----------------------------------------------------------------------------15 8.0 REPORT CLOSURE-------------------------------------------------------------------------------------------------16 APPENDIX A Plate Planof Borings --------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification System --------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols-------------------------------------------------------------------------------------- A.3 Logsof Borings-----------------------------------------------------------------------------------------------------A.4 — A.14 TxDOT Laboratory Test Results Summary ----------------------------------------------------------------- A.15 — A.16 Free Swell Test Results-------------------------------------------------------------------------------------------------- A.17 Lime Series Test Results------------------------------------------------------------------------------------------------ A.18 Soluble Sulfate Test Results-------------------------------------------------------------------------------------------- A.19 Direct Shear Test Reports-------------------------------------------------------------------------------------- A.20 — A.23 AnalyticalTest Tests------------------------------------------------------------------------------------------------------ A.24 APPENDIX B Plate PavementThickness Design--------------------------------------------------------------------------------------------- B.1 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of improving Bonds Ranch Road between Wagley Robertson Road and the southbound US Highway 287 frontage road in Fort Worth, Texas for a total project length of approximately 5,300 feet. The existing 2-lane asphalt road is planned to be replaced with a divided 4-lane concrete facility. Water line relocations are also planned. This investigation meets the requirements of the City of Fort Worth Pavement Design Manual, dated January 2015. Plate A.1, Plan of Borings, depicts the project vicinity and approximate locations of the exploration borings. Culvert crossings and potentially bridges are also planned with associated abutments and retaining walls. However, precise structure types and dimensions have not been finalized at the time of this report and thus are not included herein. CMJ will prepare an addendum to this report with recommendations for culverts, bridges, and retaining walls (to include global slope stability analysis, if required), once structure types, locations, and dimensions are finalized by the client. 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, develop recommendations for the type or types of pavement subgrade preparation and modification, provide pavement design guidelines, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings 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 structures 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. Report No. 103-22-457 1 CMJ ENGINEERING, INC. 1.3 Report Format The text of the report is contained in Sections 1 through 8. 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. 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 eleven (11) vertical soil borings. Borings B-1 through B-6 were drilled to a depth of 10 feet below existing grades for the proposed paving improvements. Boring B-7 through B-9 were drilled to a depth of 15 feet in association with the proposed culvert crossings. Borings B-10 and B-11 were drilled to depths of 40 to 50 feet in the vicinity of the potential bridge locations. The borings were drilled with truck mounted drilling equipment 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.14 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 Report No. 103-22-457 CM1 ENGINEERING, INC. 2 respective sample depths on the logs. 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 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. Ground -water observations during and after completion of the borings are shown on the upper right of the boring logs. Upon completion of the borings, the bore holes were backfilled with soil cuttings plugged at the surface by hand tamping. 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, plastic limits, and percent passing the No. 4, 40 and 200 sieves) moisture content, unit weight tests and unconfined compression tests were performed. Results of the laboratory classification tests, moisture content and unit weight tests conducted for this project are included on the boring logs. Free swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of the soils in their existing state. The results of the swell tests are presented on Plate A.17. Two Eades and Grim Lime Series tests were performed on selected samples to identify the appropriate concentration of lime to add to soils for modification purposes. The results of the lime series tests are presented on Plate A.18. Report No. 103-22-457 3 CM1 ENGINEERING, INC. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate -induced heaving can cause detrimental volumetric changes to a lime modified subgrade. The result of the sulfate tests are presented on Plate A.19. Direct shear testing and associated residual shear testing were performed within the clay soils. The shear tests were performed in order to obtain strength parameters of the soils in their existing state. The results of the direct shear tests are presented on Plates A.20 through A.23. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology According to the Dallas Sheet of the Geologic Atlas of Texas, the project site is geologically located in an undivided mapping unit which includes the Pawpaw, Weno, and Denton Clay formations of the Lower Cretaceous age. The Pawpaw formation is approximately 20 feet thick and is composed primarily of shaly clays with occasional thin sandy limestone layers. The Weno Formation is approximately 70 feet thick and is composed of interbedded clays, shales, marls, and limestones. The Denton Formation is approximately 25 feet thick and is composed primarily of limey shale containing oyster shells. The formation weathers rapidly and deep, active, extremely weak clays result from this weathering. Due to the rapid weathering of the formation, few outcrops of the Denton formation exist in Tarrant County. Small amounts of ground -water are usually present at the base of the formation. The Pawpaw Weno Denton formation typically weathers to form residual deposits of moderately to highly active plastic clay. 3.2 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 are 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. Report No. 103-22-457 4 CM1 ENGINEERING, INC. Fill or possible fill was encountered at the surface in Borings B-2 through B-4, B-6, B-7, and B-9 through B-11 to depths of 1 to 11 feet. The possible fills in Boring B-10 from 3 to 11 feet consist of tan fractured limestone containing clay seams and layers. The fills and possible fills in the remaining borings consist of dark brown, brown, reddish brown, and gray silty clays and clays. The fill soils occasionally contain ironstone nodules, calcareous nodules, limestone fragments, limestone boulders, asphalt fragments, and sand pockets. Natural soils encountered in the borings consist of dark brown, brown, light brown, reddish brown, and gray silty clays, shaly clays, and clays. The natural soils often contain limestone fragments, ironstone nodules, and calcareous nodules, and occasionally contain calcareous deposits, limestone gravel, and limestone boulders. The various clays encountered in the borings had tested Liquid Limits (LL) of 42 to 79 with Plasticity Indices (PI) of 24 to 57 and are classified as CL and CH by the USCS. The various clayey soils varied from soft to hard (soil basis) in consistency, with pocket penetrometer readings ranging from 0.25 to greater than 4.5 tsf. Lower pocket penetrometer readings reflect the presence of appreciable limestone gravel. The clay soils had tested dry unit weight values of 89 to 114 pcf and unconfined compressive strengths ranging from 1,910 to 4,790 psf. Tan limestone often containing clay seams and layers is next encountered in Borings B-1 through B-5, and B-7 through B-11 at depths of 3 to 8 feet. A 2-foot thick gray limestone layer was present within the tan limestone in Boring B-9 at a depth of 12 feet. The tan limestone occasionally occurs fractured in upper reaches and varies from moderately hard to extremely hard (rock basis), with Texas Cone Penetrometer (THD) test values of 0 to 4% inches of penetration per 100 blows. Gray limestone or gray shaly limestone is next present in Boring B-7, B-8, B-10, and B-11 at depths of 9 to 25 feet. The gray limestone or shaly limestone often contains shale seams and layers and is considered moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of % to 4% inches of penetration per 100 blows. 3.3 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was observed in Boring B-10 at a depth of 12 feet during Report No. 103-22-457 CM1 ENGINEERING, INC. 5 drilling, with a water level of 20 feet observed at drilling completion. Ground -water seepage was not encountered during drilling in all remaining borings and these borings were dry at completion of drilling operations. Fluctuations of the ground -water 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. Ground -water seepage can occur atop or within the tan limestone or occur in joints in the clays particularly during periods of extended or heavy rainfall. Seasonal water seeps can occur where the limestones are approached or exposed by cuts. Permanent subsoil drains may be required in some areas to intercept this seepage, if significant cuts are planned. This can be evaluated by qualified geotechnical personnel following rough site grading. 4.0 EXISTING FILLS Existing fills and possible fills were encountered in Borings B-2 through B-4, B-6, B-7, and B-9 through B-11 to depths of 1 to 11 feet. Samples of the fills were reasonably dense and free of significant voids. However, in the absence of documented density control, the possibility of undercompacted zones or voids exists. Removal and replacement of all the fill following the recommendations in subsequent sections of this report is the only method eliminating the risk of unusual settlement. Methods less extreme than complete removal are discussed in the Pavements section of this report. These methods are intended to represent a reasonable approach for the construction of on - grade paving; however, they will not eliminate the risk of unexpected movements in some areas. Report No. 103-22-457 6 CM1 ENGINEERING, INC. 5.0 PAVEMENT DESIGN 5.1 Pavement Subgrade Considerations 5.1.1 General The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 5.1.2 Subgrade Preparation Anticipated subgrade materials generally consist of clay materials of high plasticity. These higher plasticity clays, those with a Plasticity Index (PI) of 15 or greater, are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. 5.2 Potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements ranging from on the order of 1'/2 to 4'/2 inches are estimated, depending on the thickness of clays present at the surface. Movements in excess of the estimated Report No. 103-22-457 CM1 ENGINEERING, INC. 7 value can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 5.3 Sulfate -Induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples were less than 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended at this time. Additional subgrade soil testing is recommended during construction to check for any soluble sulfate levels in excess of 1,000 ppm. The single treatment is described in Section 5.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 5.4 Pavement Subgrade Preparation 4.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described Section 6.0. The stabilized pavement subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), between minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. Report No. 103-22-457 8 CMJ ENGINEERING, INC. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 48 pounds per square yard based on a soil dry unit weight of 100 pcf for an 8-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 8 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. The presence of limestone fragments, ironstone nodules, and calcareous nodules in the surficial soils can complicate the mixing of the soil and lime. 5.4.2 Subgrade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 5.7. 5.5 Pavement Sections — Bonds Ranch Road and Roundabouts Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Report No. 103-22-457 CM1 ENGINEERING, INC. 0 Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadway and roundabouts. SubgradeSoils.................................................................. Clay DesignLife........................................................................ 30 years Initial Serviceability............................................................4.5 Terminal Serviceability......................................................2.5 Reliability........................................................................... 90% Overall Deviation (rigid)... .......................... ....................... 0.39 Load Transfer Coefficient .................................................. 3.0 Drainage Coefficient.........................................................1.0 Design CBR (raw subgrade)............................................. 3 Adjusted Design CBR (lime stabilized) .............................15 Lossof Support................................................................. 0 Concrete Modulus of Elasticity..........................................4,000,000 psi Concrete Modulus of Rupture...........................................620 psi The following rigid pavement section is provided for an Arterial classification per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plate B.1. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Table 5.5-1 Pavement Thickness Summary Pavement Section Street Growth Design Thickness Material Classification Factor ESAL in. 10'/z Portland Cement Concrete Arterial 2.5% 13,170,000 8 Lime Stabilized Subgrade The above sections are based on traffic estimates as provided in the referenced City of Fort Worth design manual and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic Report No. 103-22-457 CM1 ENGINEERING, INC. 10 pavement maintenance should be anticipated. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 5.6 Pavement Material Requirements Material and process specifications are required to be in accordance with the City of Fort Worth Pavement Design Standards Manual. These specifications generally include the following references to TxDOT Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 4 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 10'/2-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. Report No. 103-22-457 CM1 ENGINEERING, INC. 11 5.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 4'/2 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. 6.0 EARTHWORK 6.1 Site Preparation The site 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 4 to 6 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 reworked 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. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. 6.2 Placement and Compaction, General Fill 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 Report No. 103-22-457 CM1 ENGINEERING, INC. 12 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. 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. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 698. 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 more narrow 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. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. Report No. 103-22-457 13 CM1 ENGINEERING, INC. 6.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On -site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 6.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 6.4 Excavations Based on the exploration borings, major excavations will encounter limestone in major intact units. This limestone is generally moderately 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. 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. 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. Seasonal water seeps can occur where the tan limestones 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. Report No. 103-22-457 14 CM1 ENGINEERING, INC. 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. 6.5 Utilities Unusual problems with caving soils or collapsing materials were not noted at the boring locations. Based on the exploration borings, major excavations could encounter limestone in major intact units in select locations. This limestone is generally moderately 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. Care should be taken that utility cuts are not left open for extended periods, and that the cuts are properly backfilled. Backfilling should be accomplished with properly compacted impermeable soils, rather than granular materials. Trench excavations should be sloped or braced in the interest of safety. Attention is drawn to OSHA Safety and Health Standards (29 CFR 1926/1910), Subpart P, regarding trench excavations greater than 5 feet in depth. 6.6 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. 7.0 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. Report No. 103-22-457 CM1 ENGINEERING, INC. 15 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. 8.0 REPORT CLOSURE The borings for this study were selected by CMJ Engineering, Inc. The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. 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 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. Report No. 103-22-457 16 CMJ ENGINEERING, INC. With regard to ground water conditions, this report presents data on ground water 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 ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water 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. 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. Report No. 103-22-457 17 CMJ ENGINEERING, INC. 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, ground water 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 Kimley-Horn and 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. 103-22-457 18 CM1 ENGINEERING, INC. rorw i FOSSIL SPRINGS DRIVE l „"Am. 1 1 V z z w I w N z N � I z o w o CL U U co 4— n� W z° _CL m �~ 0 L �t O U� Quo J cn LL- C 0 m Plate A.1 Major Divisions Grp. Typical Names Laboratory Classification Criteria Sym a� 0)L �, Well -graded gravels, gravel- a, D (D ) z T GW sand mixtures, little or no N C� -6-- greater than 4: C�-----3°------ between 1 and 3 v� CU O fines o D,o D10 x D60 c c U) 0 U .12 .o i 0 U) Ct) O .N a°, Poorly graded gravels, gravel E N @ m U = GP sand mixtures, little or no an to U) cn Not meeting all gradation requirements for GW Cn m `� d fines °��' U co o o o o O Z N D c o Silty gravels, gravel -sand -silt (9 : N �? Liquid and Plastic limits "A" Liquid and plastic limits N w E GM mixtures Cr L > below line or P.I. plotting in hatched zone o z w n .N a greater than 4 between 4 and 7 are Liquid and Plastic limits =_ w .5 o o m U) N o M borderline cases �' > a> Clayey gravels, gravel -sand- N "A" requiring use of dual <°n -0 O, o g 12 n ( GC clay mixtures c a) CU Z c '' above line with P.I. symbols Q greater than 7 CU m v, m E : a Well -graded sands, gravelly o o "- m : :(10 D60 (Dso)z o E � c c w SW sands, little or no fines > E c6 U C = ----- greater than 6: C�-------------- between 1 and 3 D10 D10 x D60 U E m EEn c 0o (i 1p N c " m a) -O w C6 2 Poorly graded sands; M E U - SP gravelly sands, little or no c c a � Not meeting all gradation requirements for SW cn d fines Co ._ 0- } C -C -p f6 @ V O_ C U) a)LO U O U) o 1 �, � � Silty sands, sand -silt rn m a o Z = = Q- Liquid and Plastic limits O E O z a) c o SM mixtures � a) � — — N below "A" line or P.I. less Liquid and plastic limits � m E �_ co a, S 3 U) aD — P '. s (D o o than 4 plotting between 4 and 7 @ 3 �_ Q o° J LO are borderline cases Liquid and Plastic limits �, � '� �' CO requiring use of dual o C6 �'layey ScSC sands, sand -clay . — above "A" line with P.I. symbols g Q Q mixtures a) Q'N a, a, a3 greater than 7 ❑ ❑ U Inorganic silts and very fine sands, rock flour, silty or ML clayey fine sands, or clayey (n m silts with slight plasticity °>' L) Inorganic clays of low to 60 U U) CL medium plasticity, gravelly `c° clays, sandy clays, silty o N =!= clays, and lean clays s O Z CH Organic silts and organic silty 4 X s OL clays of low plasticity — m a: o Inorganic silts, micaceous or E Y 30 : `n 'n MH diatomaceous fine sandy or 2 OH a d MH � ' = m silty soils, elastic silts a a) U) 4-12 I LL (T6 CL o -0 a) CH Inorganic clays of high _F0 co° plasticity, fat clays F-` CL-ML co VJ 7 4 ML a id OL m LT Organic clays of medium to 0 OH high plasticity, organic silts o 10 20 30 ao so so 70 ao so goo Liquid Limit m .� Pt Peat and other highly organic PlasticityChart O o soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES =1 m m m e GRAVEL LEAN CLAY LIMESTONE • SAND • SANDY — SHALE • 0% • SILT SILTY SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsfJ Soft 0.0 to 1.0 Firm 1.0 to 1.5 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 Hardness and Degree of Cementation 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 are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. Project Bonds Ranch Road 103-22-457 B-1 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 12.21.22 Surface Elevation Type B-47 w/ CFA Stratum Description LL s o. o s E >, U) a) E U) L1 C7 x a �, LL 0a)U? mdH g o mo cow dV) aE iDiD coE diD w �o a- o a)- 'oo 20 o� :�N D-J o °u o N Q� moo DUd CLAY, dark brown, w/ calcareous nodules and 2.0 58 18 40 29 ironstone nodules, stiff 2.25 30 94 4290 - hard below 2' 4.5+ 24 - w/ limestone fargments below 3' 4.5+ 20 LIMESTONE tan, fractured, moderately hard 00/4.75' 5 LIMESTONE tan, hard 00/1.25' LOG OF BORING NO. B-1 PLATE AA Project No. Boring No. Project Bonds Ranch Road 103-22-457 B-2 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 12.21.22 Surface Elevation Type B-47 w/ CFA Stratum Description LL C a o s >, U) a) a U) U> x 6 C C a) U) maw g N O mo 0iT an a �iD N E a� w f 6 'O a 8-1 a)- O 2 LL NUOW C -J D C LL N N OE 7 CO DUa CLAY, dark brown, w/ ironstone nodules and 1.5 27 limestone fragments, stiff (FILL) 2.75 32 90 3440 5 CLAY, dark brown, w/ calcareous nodules and ironstone nodules, stiff 2.5 35 4.25 14 SHALY CLAY light brown and brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, stiff to very stiff 2.75 58 19 39 15 110 LIMESTONE tan, w/ clay seams, hard 100/1.5" LOG OF BORING NO. B-2 PLATE A.5 Project No. Boring No. Project Bonds Ranch Road 103-22-457 B-3 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 12.21.22 Surface Elevation Type B-47 w/ CFA LL C s a) a 6 g N C U- a o T Stratum Description C mo w 8-1 a)- LL N N X) oQ 0EQ�� U L1 a)U? E o oo ma_ dn �� diD a- -J DUd CLAY, brown, w/ calcareous nodules, ironstone 1.5 66 20 46 21 nodules, limestone fragments, and asphalt 3.75 16 104 3580 fragments, stiff to very stiff (FILL) w/ abundant limestone fragments/limestone 3.25 17 boulders 2'-3' SHALY CLAY brown and light brown, w/ 4.25 18 5 calcareous nodules and ironstone nodules, very stiff LIMESTONE tan, w/ clay seams and layers - 'I'thick brown clay layer at 9' 4.25 17 —101 _ — LOG OF BORING NO. B-3 PLATE A.6 Project No. Boring No. Project Bonds Ranch Road 103-22-457 B-4 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 1.18-23 Surface Elevation Type B-47 w/ CFA Stratum Description LL C a o $ T U) a) a rn U L1 6 C m3a)U? a- g N mo dV) i E diD w X) IL 8-1 a)- o LL oQ -J C LL N N 0EQ�� oo DUd CLAY, dark brown, w/ calcareous nodules, 2.5 22 5 ironstone nodules, limestone fragments, and asphalt fragments, stiff to very stiff (FILL) 3.0 79 22 57 24 97 3.75 12 114 4070 CLAY, light brown and gray, w/ calcareous nodules, calcareous deposits, and ironstone nodules, very stiff 3.75 17 3.0 17 LIMESTONE, tan, w/ clay seams, very hard 00/0.87 " LOG OF BORING NO. B-4 PLATE A.7 Project No. Boring No. Project Bonds Ranch Road 103-22-457 B-5 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 12.21.22 Surface Elevation Type B-47 w/ CFA Stratum Description LL C a o s T U) a) a rn U L1 0 C7 6 C �,� 3�� 0a)U? ma- g N mo y> cow d(n '�— aE i n'= coE d:D w naX) �o d 8-1 a)- N 'oo 2 LL o� �� -J C U- N N Q� 0E5- moo DUd CLAY, dark brown, w/ ironstone nodules, stiff to 2.0 29 94 3150 very stiff 2.0 77 22 55 28 - w/ calcareous nodules below 2' 4.0 21 CLAY, light brown, w/ calcareous nodules and 3.5 16 ironstone nodules, very stiff 00/2.25' 5 LIMESTONE, tan, w/ clay seams, moderately hard to hard 00/1.75' LOG OF BORING NO. B-5 PLATE A.8 Project No. Boring No. Project Bonds Ranch Road 103-22-457 B-6 Fort Worth, TX Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0. Date 1.18-23 Surface Elevation Type B-47 w/ CFA Stratum Description LL C a o s T U) a) a rn 0 L1 0 6 C a)U? ma_ g N mo dn �� E diD w X) a- 8-1 a)- o LL oQ -J C U- N N 0= EQ�5- oo DUd CLAY, dark brown and gray, w/ calcareous nodules, 2.5 53 17 36 19 ironstone nodules, and limestone fragments, stiff 2.0 16 (FILL) reddish brown 1'-2' 2.25 18 2.0 10 2.25 23 102 1910 5 - firm 7'-8' 1.25 26 - tan limestone at 10' 2.5 7 LOG OF BORING NO. B-6 PLATE A.9 Project No. 103-22-457 Boring No. B-% Project Bonds Ranch Road Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 15.0- Completion Date 1.18-23 LL C a o s >, U) a) a rn Surface Elevation Type B-47 w/ CFA U W o C7 6 C C N U) maw g N O mo y> (0 acn 7' a i /' N E aiD w n N (6 'O a 8-1 a)- N C 0 0 LL C N -J C LL N N OU E 7 C O O DUa Stratum Description 5 1 15 CLAY, dark brown and brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, stiff (FILL) 2.25 22 2.25 24 99 2830 2.25 18 CLAY, dark brown, w/ calcareous nodules, and ironstone nodules, stiff 1.75 76 22 54 27 96 1.75 75 23 52 31 89 CLAY, reddish brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, stiff 1.75 70 22 48 18 LIMESTONE, tan, w/ clay seams, moderately hard 00/2.25' LIMESTONE gray, w/ shale seams, very hard ----------------------- 00/0.75' LOG OF BORING NO. B-% PLATE A.1 0 Project No. 103-22-457 Boring No. B-8 Project Bonds Ranch Road Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 15.0- Completion Date 1.18-23 LL s o. o s E >, U) a) E U) Surface Elevation Type B-47 w/ CFA 0 x a �, LL a) U? mdH g o mo M.T d(n a -JiD o E d-::! w (n13) g oo d o a)- o 20 Q0 C: D-J o °u o N Qa E ��� C oL1 o DUd Stratum Description 5 1 CLAY, dark brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, firm to stiff 1.5 25 99 1910 1.25 62 20 42 18 100 1.5 32 LIMESTONE tan, w/ clay seams, moderately hard to hard 100/2" LIMESTONE gray, very hard 00/0.87 " 00/0.62 " LOG OF BORING NO. B-8 PLATE A.11 Project No. 103-22-457 Boring No. B-9 Project Bonds Ranch Road Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 15.0- Completion Date 1.23-23 LL s o. o s E >, U) a) E U) Surface Elevation Type CME-55 w/ CFA O 0_ X a �, LL a) U? mdH o o mo M.T d(n a a -JiD o E i1J w i g oo a- o a)- o 20 QoE�5- C: D-J o °u o N Q C 0oL1 o DOM Stratum Description 5 1 15 SILTY CLAY, gray and brown, w/ w/ ironstone nodules, stiff to very stiff (possible fill) limestone boulder at 2' w/ moderately hard tan fractured limestone layers below 4' - w/ abundant limestone gravel below 6' 1.75 42 18 24 22 3.0 15 102 19 100/5" LIMESTONE tan, extremely hard 100/0" LIMESTONE gray LIMESTONE tan, very hard ----------------------- 00/0.25' LOG OF BORING NO. B-9 PLATE A.12 Project No. 103-22-457 Boring No. B-10 Project Bonds Ranch Road Fort Worth, TX Location See Plate A.1 Water Observations Seepage at 12' during drilling; water at 20' at completion Completion Depth 50.0, Completion Date 1-23-23 o E Q Eo Surface Elevation Type CME-55 w/ CFA U Li � Q m n� O� o o N oN d(n 0 87E E 0-J c>m a- _ �U DU 7)J C LL o z' 2a Q U> E o o DUd Stratum Description 5 10 15 20 25 30 35 40 45 CLAY, dark brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, very stiff to hard (FILL) 4.5+ 15 4.25 56 56 19 37 15 105 3.25 19 110 4790 LIMESTONE tan, fractured, w/ clay seams and layers, soft (possible fill) 16 100/9" 9 00/8.75' 12 SILTY CLAY, dark brown, w/ limestone gravel, soft to firm firm to stiff below 19' w/ abundant limestone gravel below 21' 15 0.25 50 45 18 27 15 30 1.0 19 SHALY LIMESTONE gray, w/ shale seams and layers, moderately hard 00/4.75' 00/3.37 ' 100/3.5" 00/3.75' 100/3.5" LOG OF BORING NO. B-10 PLATE A.13 Project No. 103-22-457 Boring No. B-11 Project Bonds Ranch Road Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 40.0' Completion Date 1-23-23 o o E E Surface Elevation Type CME-55 w/ CFA w C� Q' o �</? COON o o 0 N m d(n 0 87E JJ m E 0-J c>m _ma a- _ o o �U DU E� 7)J a oii z' a Q U> E c o o DUd Stratum 5 10 15 20 25 30 35 CLAY, dark brown, w/ ironstone nodules, limestone fragments, and sand pockets, hard (FILL) 12 4.5+ 66 56 20 36 26 CLAY, dark brown, w/ ironstone nodules, stiff to very stiff 2.5 29 96 3230 59/9" 73 68 23 45 22 LIMESTONE tan, w/ clay seams and layers, moderately hard 100/3" LIMESTONE gray, w/ shale seams and layers, moderately hard 00/3.62 ' 100/3" 00/3.12 " SHALY LIMESTONE gray, w/ shale seams and layers, moderately hard 00/3.62 " 00/2.75' 100/2.5" LOG OF BORING NO. B-11 PLATE A.14 t O r L O ti 0-OLLLn IL m , ,* N N Q o U c = r LC Z � .2 O Z U N j H O Ix O m c o W oa 0 y V- 0) O M Y 6 _ a c M O C O _ X N c Q- O r O r O r O r r O r 0) o a � U v v v v v v � aD o U c o N d •N t C L a) N O O d N NT LO O r O) c O U) M M M U O Z c > N O) C T L7 (n O O Z a m o Y > D (n U Vi J Q O Z > d ua) in ,H ,^ v/ w W v x y a a d' M ch f l`( M 0 a O T y E J 0o O O N N ti 4)a J r r N N N r Q -0 4 J t: o a 7 J 00 Lo 00 to LO O ti r - Cl) a C� C Y Y in O U O CDd' O h CD N O T? Q 0) d) p) r O O N Y d Y ,� O y O LO NLOLO t + LO LO LO LO Lq LO LO LO LO O O ~^NNN O O O O LS) Ln O O LC) V O N N 4 4 rL�N N 4NP- (V rI�NNN CM M eT � NM M M coNN�M NN N N N— N a � m a m � +' t o OO�O NNL() LO rO- Nd•N- - OOrO O)C000O CO to v O N M N N N CO M r r N — — r r N N r r r N N N r r r r r N N~ O � U d CLCL Y I NM� 1 1 rNM� I 1 1 1 LO 1 rN 1 I L? 1 r rNM� 1 1 1 L9 1 rNM�' 1 1 1 rNM''Lfl000 1 I 1 I 1 r N OrNM OrNMq' O—C')'t OrNMd' OrNM OrNMV M 4% L d L r N I?� LMf) CJ L Z O m m L m rv1 m m LO a W H a J a O L O ti 0 LL a� � � N N a �UiO cC Z � 0 O Z U -o N j H o o I o m C O w oa 0 y V- N O A d 01 O w 3 C ^ � w � N OO a 0 m c (n O O � O d N O 0 N COM co O Cl) L C E (� O M U O Z 0 > N � LO co CO Cl) ti O C tV In O c6 Z d O O M M O) f v to Lo O I- C y Cl) V M � CU J a o z � co w 00 N w X U _ y d lC( 00 VN' N M N M � R a O J V O 01 y J N M N O O M OD O CM N �, d N N N N — r- r- N Q -0 L J w U. a, O 7 E J CO Lo O N N co Lo t0 00 i' ZS ._ ti O It Lo d Lo O � J J Q D O = 0 C.1 O CO M O) O �. N �. Ln O c0 j 8-m O) 90 cn O 0 d d E Lo Lo Lo Lo Lo Lc') �N� LO Ln + Lo Lo Ln t V O 0 NNNI�t�ti N� LoNN N� Low O d NNN — -- ��� �M Itv M O� �N m a d � N :+c N�af3(� O lf>aDN NInO Lf')LOO)COONLOO N(007N C O NN — NCO — N — M N O U m rL NM L?Cp r-NCM �-N� �- NM� COON _ •-N� LO l6 N y'• O — NM'qI- OW N 6— co O — NAr- c N O�CM�t M Q (V L O d OP T O L C O m 1 m 1 m M W r W W FREE SWELL TEST RESULTS Project: Bonds Ranch Road Fort Worth, Texas Project No.: 103-22-457 Boring No. Depth Interval eft) Sample Description Liquid Limit Plastic Limit Plasticity Index Moisture Content % Percent Swell o LL PL PI Initial 7inal B-2 4-5 Shaly Clay 58 18 40 14.6 18.5 0.0 B-4 1-2 Clay 79 22 57 23.9 26.0 1.9 B-7 4-5 Clay 75 23 52 30.7 32.6 0.9 B-10 1-2 Clay 56 19 37 15.3 21.7 1.8 Free swell tests performed at approximate overburden pressure CM1 ENGINEERING, INC. PLATE A.17 LIME SERIES TEST RESULTS Project: Bonds Ranch Road Fort Worth, Texas Project No.: 103-22-457 Boring No.: B-1 Depth: 0' to 1' Material: Clay Percent Lime pH 0 8.09 2 12.04 4 12.40 6 12.51 8 12.53 10 12.54 Boring No.: B-5 Depth: 1' to 2' Material: Clay Percent Lime pH 0 8.29 2 12.16 4 12.42 6 12.52 8 12.53 10 12.54 CM1 ENGINEERING, INC. PLATE A.18 SOLUBLE SULFATE TEST RESULTS Project: Bonds Ranch Road Fort Worth, Texas Project No.: 103-22-457 Boring No. Depth (ft.) Material Soluble Sulfates (ppm) B-1 0-1 Clay <100 B-2 0-1 Clay <100 B-3 1-2 Clay <100 B-4 0-1 Clay <100 B-5 1-2 Clay <100 B-6 0-1 Clay <100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.19 -0 0 1500 1250 1000 0_ a� 750 0 a) Iz- U) 500 250 Strain, % Strain, % Sample Type: Description: LL= 76 PL= 22 Pl= 54 Assumed Specific Gravity= 2.65 Remarks: 3 2 1 6000 4000 Q. U) U) ca LL 2000 0 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Sample No. Water Content, % Dry Density, pcf 3 m Saturation, % Void Ratio 2 Diameter, in. 1 Height, in. Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in. Height, in. Normal Stress, psf Fail. Stress, psf Strain, % Ult. Stress, psf Strain, % Strain rate, in./min. Normal Stress, psf 1 2 3 26.9 26.9 26.9 96.4 96.4 95.3 99.6 99.4 96.8 0.7153 0.7166 0.7361 2.47 2.47 2.47 0.96 0.96 0.96 27.0 26.0 27.2 96.4 96.4 95.3 100.0 96.1 97.8 0.7153 0.7166 0.7361 2.47 2.47 2.47 0.96 0.96 0.96 1000 2000 3000 1200 1133 1373 3.9 3.1 5.2 0.008 0.008 0.008 Client: Kimley-Horn & Assocaites Project: Bonds Ranch Road - Fort Worth, TX Sample Number: B-7 Depth: 3-4 Proj. No.: 103-22-457 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth, Texas PLATE A.20 c INiM InIff] 1000 a U) a� 750 cU a) U) 500 QY1] Strain, % Strain, % Sample Type: Description: LL= 76 PL= 22 Pl= 54 Assumed Specific Gravity= 2.65 Remarks: I 3000 2000 o. y N N cc LL 1000 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ off Sample No. Water Content, % Dry Density, pcf 2 Saturation, % Void Ratio Diameter, in. Height, in. 1 Water Content, % Dry Density, pcf Saturation, % Q Void Ratio Diameter, in. Height, in. Normal Stress, psf Fail. Stress, psf Strain, % Ult. Stress, psf Strain, % Strain rate, in./min. Normal Stress, psf 1 2 26.9 26.9 96.4 96.4 99.6 99.4 0.7153 0.7166 2.47 2.47 0.96 0.96 27.0 26.0 96.4 96.4 100.0 96.1 0.7153 0.7166 2.47 2.47 0.96 0.96 1000 2000 740 1143 18.3 17.9 0.025 0.025 Client: Kimley-Horn & Assocaites Project: Bonds Ranch Road - Fort Worth, TX Sample Number: B-7 Depth: 3-4 RES Proj. No.: 103-22-457 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth, Texas PLATE A.21 -0 0 0.( 0 5.5 11 16.5 22 Strain, % 1500 1250 1000 w o- Cn M aD cn 750 cU (D U) 500 250 0 Strain, % Sample Type: Description: LL= 62 PL= 20 Pl= 42 Assumed Specific Gravity= 2.65 Remarks: 2 1 3 6000 4000 n. fN N ''L^^ VJ M L.L 2000 0 Results C, psf 1098 �, deg 2.6 Tan(6) 0.04 Sample No. 3 Water Content, % Dry Density, pcf 1 m Saturation, % Void Ratio 2 Diameter, in. Height, in. Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in. Height, in. Normal Stress, psf Fail. Stress, psf Strain, % Ult. Stress, psf Strain, % Strain rate, in./min. Normal Stress, psf 1 2 3 17.6 17.6 17.6 100.7 100.1 99.3 72.4 71.5 70.0 0.6435 0.6520 0.6659 2.47 2.47 2.47 0.97 0.97 0.97 23.7 24.4 24.9 100.7 100.1 99.3 97.7 99.1 99.0 0.6435 0.6520 0.6659 2.47 2.47 2.47 0.97 0.97 0.97 1000 2000 3000 1210 1054 1299 14.7 5.8 19.5 0.008 0.008 0.008 Client: Kimley-Horn & Assocaites Project: Bonds Ranch Road - Fort Worth, TX Sample Number: B-8 Depth: 1-2 Proj. No.: 103-22-457 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth, Texas PLATE A.22 -0 0 3000 2500 2000 n a� 1500 m a� U) 1000 500 Strain, % Strain, % Sample Type: Description: LL= 62 PL= 20 Pl= 42 Assumed Specific Gravity= 2.65 Remarks: L 3 2 1 6000 4000 Cn n m U) co U- 2000 0 ■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■ • - • �iiiiiiiiiiiiiiiii ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ Sample No. Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in. 3 Height, in. Water Content, % Dry Density, pcf 2 ) Saturation, % Void Ratio Diameter, in. Height, in. Normal Stress, psf Fail. Stress, psf Strain, % Ult. Stress, psf Strain, % Strain rate, in./min. Normal Stress, psf 1 2 3 17.6 17.6 17.6 100.7 100.1 99.3 72.4 71.5 70.0 0.6435 0.6520 0.6659 2.47 2.47 2.47 0.97 0.97 0.97 23.7 24.4 24.9 100.7 100.1 99.3 97.7 99.1 99.0 0.6435 0.6520 0.6659 2.47 2.47 2.47 0.97 0.97 0.97 1000 2000 3000 802 1013 1669 20.2 4.9 20.2 0.025 0.025 0.025 Client: Kimley-Horn & Assocaites Project: Bonds Ranch Road - Fort Worth, TX Sample Number: B-8 Depth: 1-2 RES Proj. No.: 103-22-457 DIRECT SHEAR TEST REPORT CMJ ENGINEERING, INC. Fort Worth, Texas PLATE A.23 ANALYTICAL TEST RESULTS Project: Bonds Ranch Road Fort Worth, Texas Project No.: 103-22-457 Boring No. ft Depth . P ( ) Sulfate (mg/kg) Chloride (mg/kg) P H Moisture Content (%) B-6 3-4 18.9 5.7 8.3 10 B-7 2-3 850 1,500 8.0 18 B-10 7-8 389 10.3 8.4 9 CM1 ENGINEERING, INC. PLATE A.24 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Bonds Ranch Road Route: Wagley Robertson Road to US-287 Location: Fort Worth, Texas Owner/Agency: Design Engineer: Rigid Pavement Design/Evaluation Concrete Thickness 10.38 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 13,170,000 Modulus of Subgrade Reaction 221 psi/in. Reliability 90.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.50 Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade 4,118.2 psi Unadjusted Modulus of Subgrade Reaction 221 psi/in Depth to Rigid Foundation 0.00 feet Loss of Support Value (0,1,2,3) 0.0 Modulus of Subgrade Reaction 221 psi/in. Thursday, March 9, 2023 7:54:18AM Engineer: PLATE B.1 GEOTECHNICAL ENGINEERING STUDY WATER & SEWER LINE RELOCATIONS BONDS RANCH ROAD FORT WORTH, TEXAS Presented To: Kimley-Horn and Associates, Inc. December 2023 PROJECT NO. 103-23-501 December 29, 2023 Report No. 103-23-501 Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 1300, Unit 11 Fort Worth, Texas 76102 Attn: Mr. Josh Kercho, P.E. GEOTECHNICAL ENGINEERING STUDY WATER & SEWER LINE RELOCATIONS BONDS RANCH ROAD FORT WORTH, TEXAS Dear Mr. Kercho: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with our Proposal No. 23-9319 dated October 6, 2023. The geotechnical services were authorized by Mr. Chris Igo, P.E., Assistant Secretary via Kimley-Horn and Associates, Inc. IPO Number 061018408-03 dated October 11, 2023. 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 Kimley-Horn and Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMS ENGINEERING, INC. TEXAS FIRM REGISTRATION NO. F-9177 Matthew W. Kammerdiener, P.E Project Engineer Texas No. 127818 i �S'`; 'qtp I� ....................... ....:.:�../ ?MATTHEW W. KAMMERDIENER,�i 127818 Pal10,r`-'CENSE�G��``�'S copies submitted: (2) Mr. Josh Kercho, P.E.; Kimley-Horn and Associates, Inc. (email & mail) CMJ Engineering 7636 Pebble Drive p: 817.284.9400 Fort Worth, TX 76118 f: 817.589.9993 www.cmjengr.com TABLE OF CONTENTS Paqe 1.0 INTRODUCTION------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS-------------------------------------------------------------------------------------- 3 4.0 UTILITY EXCAVATIONS--------------------------------------------------------------------------------------------- 4 5.0 GENERAL EARTHWORK -------------------------------------------------------------------------------------------- 9 6.0 CONSTRUCTION OBSERVATIONS-----------------------------------------------------------------------------11 7.0 REPORT CLOSURE-------------------------------------------------------------------------------------------------12 APPENDIX A Plate Plansof Borings------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification System --------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols-------------------------------------------------------------------------------------- A.3 Logsof Borings------------------------------------------------------------------------------------------------------ A.4 — A.8 AnalyticalTest Tests-------------------------------------------------------------------------------------------------------- A.9 1.0 INTRODUCTION 1.1 General The project, as currently planned, consists of new water and sewer lines in the vicinity of the intersection of W. Bonds Ranch Road and Wagley Robertson Road and along W. Bonds Ranch Road between Fossil Springs Drive and US Highway 287 in Fort Worth, Texas. Pipe depths of on the order of 10 to 16 feet are planned. The project vicinity and approximate locations of the exploration borings are illustrated on Plate A. 1, Plan of 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, develop comments on general excavation, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings 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 comments and recommendations for the proposed construction. The design is currently in progress and the location and/or elevations of the pipelines 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. 103-23-501 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 five (5) vertical soil borings drilled to a depth of 20 feet below existing grade. The borings were drilled using continuous flight augers at the approximate locations shown on the Plans of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.8 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 logs. 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 Penetrometer 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 test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the Report No. 103-23-501 CMJ ENGINEERING, INC. 2 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, plastic limits, and percent passing the No. 200 sieve), 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. The results of the analytical testing are tabulated on Plate A.9. 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 stratigraphies encountered in the borings are 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. Soils encountered in the borings consist of dark brown, brown, and light brown silty clays and clays. The surficial clays in Borings B-1, B-4, and B-5 were noted as fill to depths of 1 to 4 feet. The soils often contain limestone fragments, ironstone nodules, calcareous nodules, pebbles, and occasional fractured limestone seams, iron seams, and gravel. The various clays encountered in the borings had tested Liquid Limits (LL) of 42 to 76 with Plasticity Indices (PI) of 25 to 53 and are classified as CL and CH by the USCS. The clayey soils were Report No. 103-23-501 CMJ ENGINEERING, INC. 3 generally stiff to hard (soil basis) in consistency, with pocket penetrometer readings ranging from 1.5 to greater than 4.5 tsf. The clay soils had tested dry unit weight values of 101 to 115 pcf and unconfined compressive strengths ranging from 3,500 to 3,850 psf. Tan limestone with clay seams and layers was next encountered in Borings B-1 through B-5 at depths of 1 to 9 feet. The tan limestone is considered moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of to 3 inches of penetration per 100 blows. Gray limestone is next present in Borings B-1 through B-5 at depths of 7 to 14 feet and continues through boring termination at a depth of 20 feet. The gray limestone often contains shale seams and shaly limestone seams and is considered moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of to 2% inches of penetration per 100 blows. 3.2 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was observed in Borings B-1 and B-2 during drilling at depths of 8'/2 and 17 feet, respectively. A water level of 16 feet was measured at drilling completion in Boring B-1. Boring B-2 was dry at drilling completion. Ground -water seepage was not encountered during drilling in the remaining borings and these borings were dry at completion of drilling operations. Fluctuations of the ground -water 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. Ground -water seepage can occur atop or within the tan limestone or occur in joints in the clays particularly during periods of extended or heavy rainfall. Seasonal water seeps can occur where the limestones are approached or exposed by cuts. Permanent subsoil drains may be required in some areas to intercept this seepage if significant cuts are planned. This can be evaluated by qualified geotechnical personnel following rough site grading. Report No. 103-23-501 CMJ ENGINEERING, INC. rd 4.0 UTILITY EXCAVATIONS 4.1 Expected Subsurface Conditions The overburden clay soils can be excavated by conventional methods including the use of large backhoes, bulldozers, track, or wheel loaders. Heavy-duty excavation equipment will be necessary within the various tan and gray limestone materials encountered at depths ranging from 1 to 9 feet. The tan and gray limestones are moderately hard to very hard (rock basis) and will present difficulty with rippability using normal excavation equipment. Special techniques for ripping/rock removal can be expected through the limestone. 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. Where fills are encountered in select locations such as noted in Borings B-1, B-4, and B-5, some caving may occur due to potentially soft or loose conditions of these materials. 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 clayey soils, it is expected that near vertical excavation walls will be possible. However, in the case that excavations occur through soft clays, granular soils, non -compacted 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. Report No. 103-23-501 5 CMJ ENGINEERING, INC. 4.3 Trench / Bore Pit Dewatering As discussed in Section 3.2, Ground -Water Observations, ground -water conditions can vary with seasonal fluctuations in rainfall. In the case that ground -water is encountered, controlling the ground- water is essential to construction of the utility lines. Failure to control any encountered ground -water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement and pipe deflections after backfilling. Ground -water levels should be maintained at two feet below the base of the excavation for the full term of 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. 4.4 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 ground -water as discussed above is the key to avoiding an unstable trench bottom. Unstable trench bottoms are unsuitable for support of the proposed pipelines. Soft clays could occur where ground -water is present. In areas where unsuitable 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 it 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 D4253 and D4254. 4.5 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. Report No. 103-23-501 6 CMJ ENGINEERING, INC. 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 Mirafi 140N or equivalent. 4.6 Trench Backfill Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials; however, excavated limestones will require processing in order to achieve a suitable maximum size per below. 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. Backfill should be compacted in maximum 9- inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D698). 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 PI greater than 20 should be compacted at a moisture content ranging from 0 to +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 -3 to +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. 4.7 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 over -built 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. Report No. 103-23-501 7 CMJ ENGINEERING, INC. 4.8 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 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 250 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 topped with a suitable geotextile to limit the intrusion of fines into the crushed stone material as previously discussed. 4.9 Bore/Tunnel Considerations The results of the exploration borings indicate that the majority of overburden soils similar to those encountered in the borings are not anticipated to exhibit unusual caving or sloughing problems in most locations during directional bore installation. Pipe installment via jacking or pipe bursting would be very difficult in tan and gray limestones. Increased difficulty of bore drilling through the limestones should be anticipated. Any tunnel bores extending into the limestone strata will be encountering moderately hard to very hard and intact rock. The limestone strata will likely require special tools to remove/excavate/drill through due to their hardness and abrasiveness. Ground -water may seep into bore/tunnel excavations in select areas. The joints within the clays can serve as conduits to direct water towards the bore excavation. Water seepage can decrease the stability of the bore/tunnel excavation and result in ground subsidence. Proper de -watering, as discussed above, is imperative for excavation stability. Report No. 103-23-501 8 CMJ ENGINEERING, INC. 5.0 GENERAL EARTHWORK 5.1 Site Preparation & Material Requirements 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. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. The on -site soils are suitable for use in 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. 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 D698, Standard Proctor. Crushed stone should be compacted Report No. 103-23-501 CMJ ENGINEERING, INC. 0 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 more narrow 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 General Excavation 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. 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 particular 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 Report No. 103-23-501 CMJ ENGINEERING, INC. 10 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 Various analytical laboratory tests were performed on selected soil samples. These tests include chloride, sulfates, and pH. The tests indicate that the subsurface soils are mildly corrosive to corrosive to buried concrete and cast iron pipes. The results of these tests are attached on Plate A.9. Standard construction practices for protecting buried pipes and similar facilities in contact with these soils should be used. 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. Report No. 103-23-501 11 CMJ ENGINEERING, INC. 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 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. Regarding ground -water conditions, this report presents data on ground -water levels as they were observed during the field work. 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 ground -water table can occur with the passage of time due to variations in rainfall, temperature, and other factors. Also, this report does not include quantitative information on rates of flow of ground -water 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 Report No. 103-23-501 CMJ ENGINEERING, INC. 12 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. 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, ground- water 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 Kimley-Horn and 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 Report No. 103-23-501 CMJ ENGINEERING, INC. 13 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. 103-23-501 14 CMJ ENGINEERING, INC. V z z o 94 LO W W � z N z o W ~� o CL z U U 0 U Plate A.1 Major Divisions Grp. Typical Names Laboratory Classification Criteria Sym a� 0)L �, Well -graded gravels, gravel- a)z D (D ) T GW sand mixtures, little or no U)C� -6-- greater than 4: C�-----3°------ between 1 and 3 v� CU O fines o D,o D10 x D60 c c U) 0 U .12 . o i 0 U) Ct) O .N a°, Poorly graded gravels, gravel •� 3 : E N @ m U = GP sand mixtures, little or no 0) cn U) cn Not meeting all gradation requirements for GW Cn a)U)T > > En d fines °��' U co M U)o co CD o 0 o z N o Silty gravels, gravel -sand -silt N �? Liquid and Plastic limits "A" Liquid and plastic limits N E GM mixtures �..- a L 0) below line or P.I. plotting in hatched zone o z w > n .N a greater than 4 between 4 and 7 are Liquid and Plastic limits co _ w .5 o o m U) N o M borderline cases m > a) Clayey gravels, gravel -sand- N "A" requiring use of dual <°n a, o g 12 n GC clay mixtures c a) z° c '� above line with P.I. symbols Q greater than 7 c m v, m E : a Well -graded sands, gravelly o o — m : :(10 D60 (Dso)z o E � c c w SW sands, little or no fines > E c6 U C = ----- greater than 6: C�-------------- between 1 and 3 D10 D10 x D60 U E m EEn c 0o ai p N c " m aa) -O w C6 2 Poorly graded sands; M E U - SP gravelly sands, little or no c � a � Not meeting all gradation requirements for SW cn d fines Co ._ 0- } C -C -p f6 @ V O_ C U) N LO U O ° d �, � Silty sands, sand -silt rn m : m o Z = = n Liquid and Plastic limits O E O z o c o SM mixtures ,; N below "A" line or P.I. less Liquid and plastic limits � m E co �, S 3 U) (D Pas (D o o than 4 plotting between 4 and 7 co.� W o ° J LO are borderline cases Liquid and Plastic limits '� �' CO requiring use of dual 2� o C6 �' Sc Clayey sands , sand -clay .� above "A" line with P.I. symbols g Q mixtures (D Q'N m greater than 7 ❑ ❑ U Inorganic silts and very fine sands, rock flour, silty or ML clayey fine sands, or clayey (n m silts with slight plasticity °>' L) Inorganic clays of low to U)-0 U) a) CL medium plasticity, gravelly `c° clays, sandy clays, silty o N =!= clays, and lean clays s O Z CH Organic silts and organic silty 4 X s OL clays of low plasticity — m o Inorganic silts, micaceous or E Y 30 : `n 'n MH diatomaceous fine sandy or 2 OH a d MH 0) 0m D = silty soils, elastic silts a .P ro U) 4-1 2 LL (T6 CL o -0 CH Inorganic clays of high _F0 co° plasticity, fat clays F-` CL-ML co VJ 7 4 ML a id OL m LT Organic clays of medium to 0 OH high plasticity, organic silts o 10 20 30 ao so so 70 ao so goo Liquid Limit m .� Pt Peat and other highly organic PlasticityChart O o soils UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES =1 m m m e GRAVEL LEAN CLAY LIMESTONE • SAND • SANDY — SHALE • 0% • SILT SILTY SANDSTONE HIGHLY CLAYEY CONGLOMERATE Shelby Auger Split Rock Cone No PLASTIC CLAY Tube Spoon Core Pen Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsfJ Soft 0.0 to 1.0 Firm 1.0 to 1.5 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 Hardness and Degree of Cementation 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 are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. 103-23-501 Boring No. B-1 Project Water & Sewer Line Relocations - Bonds Ranch Roa'd�l� �1V�11V�Ll���lly` Fort Worth, TX Location See Plate A.1 Water Observations Seepage at 8.5' during drilling; water at 16' at completion Completion Depth 20.0' Completion Date 11.20.23 LL C a o $ T U a) a Surface Elevation Type Simco w/ CFA U L1 x 6 C a)U? a- o N mo dV) iDiD diD w 1n) d 8-1 o LL Q :�oo -J C LL N N Q 0E�� DUd Stratum Description 5 1 15 CLAY, dark brown and brown, w/ iron stains, ironstone nodules, calcareous nodules, and gravel, stiff to hard (FILL) 3.75 21 4.5+ 22 2.5 27 2.75 84 67 21 46 26 CLAY, brown and light brown, w/ iron stains, ironstone nodules, and pebbles, stiff to very stiff 3.0 24 SILTY CLAY, light brown, w/ iron seams, ironstone nodules, calcareous nodules, and limestone fragments, stiff 2.5 17 115 3850 100/0.5" LIMESTONE tan, w/ clay seams and layers, very hard LIMESTONE gray, w/ shaly limestone seams and shale seams, hard to very hard 00/1.25' 100/0.5" T LOG OF BORING NO. B-1 PLATE AA Project No. 103-23-501 Boring No. B-2 Project Water & Sewer Line Relocations - Bonds Ranch Roa'd�l� �1V�11V�Ll���lly` Fort Worth, TX Location See Plate A.1 Water Observations Seepage at 17' during drilling; dry at completion Completion Depth 20 0' Completion Date 11-20-23 o E U) (D E Surface Elevation Type Simco w/ CFA U Li D' 0 01 D o m a n� 3 w �</? m�H CDo o 0 �o c\ N> m� 0- co a� 6E JJ 0� m E �J w" c> _ma _> m o o �U DU E- 7)J a 0ii `� Qa 0 E C c o 0 DUd Stratum Description 5 10 15 CLAY, dark brown, w/ iron stains, ironstone nodules, and pebbles, stiff very stiff to hard below 2' 2.5 32 1.5 94 76 23 53 34 4.5+ 26 3.0 21 101 3500 CLAY/SILTY CLAY light brown, w/ fractured limestone seams, iron seams, ironstone nodules, calcareous nodules, and limestone fragments, very stiff 3.25 38 50 16 34 14 109 LIMESTONE tan, w/ clay seams and layers, very hard 00/0.75' 3 LIMESTONE gray, w/ shaly limestone seams and occasional shale seams, moderately hard to hard 00/2.75' 14 00/1.25' LOG OF BORING NO. B-2 PLATE A.5 Project No. 103-23-501 Boring No. B-3 Project Water & Sewer Line Relocations - Bonds Ranch Roa'd�l� �1V�11V�Ll���lly` Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20 0' Completion Date 11-20-23 o E U) (D E Surface Elevation Type Simco w/ CFA U w D' 0 C o m a n� 3 o a�) CDo o o �o c\ m dn a� E c>� EN(> w" c> _> m c o 0 DU 7)J a oii `� Qa 0C o o DU0- Stratum Description 5 10 15 SILTY CLAY, dark brown and brown, w/ ironstone nodules, calcareous nodules, and limestone fragments, stiff 2.0 26 2.0 78 42 17 25 22 LIMESTONE tan, w/ occasional clay seams, very hard 00/0.25' 9 LIMESTONE gray, w/ occasional shale seams, hard to very hard 100/0.51, 8 100/1" 7 100/0.5" LOG OF BORING NO. B-3 PLATE A.6 Project No. 103-23-501 Boring No. B-4 Project Water & Sewer Line Relocations - Bonds Ranch Roa'd�l� �1V�11V�Ll���lly` Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20 0' Completion Date 11-21-23 o E U) E Surface Elevation Type Simco w/ CFA U w D' 0 01m� � o m a n� 3 w mD-H CDo o o �o c\ N> 0- co a� 6E JJ c>� m E �J w" c> _ma D_ S _> m o o �U DU E� 7)J a oii `� Qa 0 E c o o DU0- Stratum Description 5 10 15 CLAY, brown and light brown, w/ calcareous nodules and limestone fragments, stiff (FILL) 2.75 83 54 21 33 21 LIMESTONE tan, w/ occasional clay seams and layers, moderately hard 100/3" 1 9 LIMESTOgray, w/ shaly limestone seams and occasional shale seams, hard to very hard 100/0.51, 1 100/1.51, 8 00/0.62 " LOG OF BORING NO. B-4 PLATE A.7 Project No. 103-23-501 Boring No. B-5 Project Water & Sewer Line Relocations - Bonds Ranch Roa'd�l� �1V�11V�Ll���lly` Fort Worth, TX Location See Plate A.1 Water Observations Dry during drilling; dry at completion Completion Depth 20 0' Completion Date 11-21-23 o E U) E Surface Elevation Type Simco w/ CFA U w D' 0 01m� � o m a n� 3 w mD-H CDo o o �o c\ N> 0- co a� 87E JJ c>� m E �J w" c> _ma D_ _> m o o �0 DU E� 7)J a oii `� Qa 0 E c o o DU0- Stratum Description 5 10 15 CLAY, brown and light brown, w/ iron seams, ironstone nodules, and pebbles, stiff (FILL) 2.5 19 3.5 94 69 19 50 24 CLAY, dark brown, w/ iron seams, ironstone nodules, and limestone fragments, very stiff LIMESTONE tan, w/ occasional clay seams, hard 100/1.5" 1 8 LIMESTONE gray, w/ shaly limestone seams and occasional shale seams, hard to very hard 100/0.51, 7 100/0.51, 7 100/1" LOG OF BORING NO. B-5 PLATE A.8 ANALYTICAL TEST RESULTS Project: Water & Sewer Relocations Bonds Ranch Road Fort Worth, Texas Project No.: 103-23-501 Boring Depth (ft.) Sulfate Chloride pH No. (mg/kg) (mg/kg) B-2 9 — 10 23.4 <6.6 9.1 B-4 9 — 10 458 <6.4 8.4 CM1 ENGINEERING, INC. PLATE A.9 C �I� J Engineering May 2, 2024 Kimley-Horn and Associates, Inc. 801 Cherry Street, Suite 950 Fort Worth, Texas 76102 Attn: Ms. Nikki Elliot RE: ADDENDUM #1 TO CMJ REPORT 103-22-457 BONDS RANCH ROAD IMPROVEMENTS WAGLEY ROBERTSON ROAD TO US-287 FORT WORTH, TEXAS Dear Ms. Elliot: CMJ Engineering, Inc. (CMJ) previously presented a pavement investigation for the above referenced project and presented the results in CMJ Report No. 103-22-457 dated March 13, 2023. Supplemental recommendations have been requested for hot mix asphalt flexible pavement sections. Based on the results of the field and laboratory investigation and on soil plasticity properties, the following design parameters were used in our thickness design calculations (soil parameters were conservatively established for the soils that are expected to exhibit lower bearing strengths): Subgrade Soils ....................................... DesignLife .............................................. Initial Serviceability ................................. Terminal Serviceability ............................ Reliability................................................ Overall Deviation .................................... Drainage Coefficient ............................... Design CBR (raw subgrade)................... Layer Coefficients Hot -Mix Asphaltic Concrete (Type D) Hot -Mix Asphaltic Concrete (Type B) Stabilized Subgrade........................... .................... Clay .................... 10 years .................... 4.2 (flexible) .................... 2.5 (Arterial) 2.25 (Collector & Residential) .................... 90% (Collector & Arterial) 85% (Residential) .................... 0.45 (flexible) .................... 1.0 .................... 3 ........ I... 0.44 ............ 0.41 ............ 0.08 Kimley-Horn and Associates, Inc. Addendum #1 CMJ Project 103-22-457 May 2, 2024 Page 2 The following rigid and flexible pavement sections are provided for Residential (Urban), Collector, and Arterial classifications per Table 3.1 of the referenced City of Fort Worth design manual. Detailed pavement design calculations and assumptions are presented on Plates 1 through 3. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Flexible Pavement Sections Pavement Section Street Growth Design Design Life Thickness Material Classification Factor ESAL (Years) in. 2 HMAC Type D 5 HMAC Type B Residential - 0.5% 357,000 10 Urban 8 Lime Stabilized Subgrade 2 HMAC Type D 7 HMAC Type B Collector 1.5% 1,040,000 10 8 Lime Stabilized Subgrade 2 HMAC Type D 9 HMAC Type B Arterial 2.5% 3,360,000 10 8 Lime Stabilized Subgrade Flexible pavement sections are particularly susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. Maintenance should be provided when edge support deteriorates. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support and an increase in post construction heave of the pavement. Material and process specifications developed by the Texas Department of Transportation (TxDOT) have been utilized. These specifications are outlined in the TxDOT Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Kimley-Horn and Associates, Inc. Addendum #1 CMJ Project 103-22-457 May 2, 2024 Page 3 Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Recommendations for preparation of the roadway subgrade are presented within the referenced geotechnical report. Alternatively, in lieu of a lime stabilized subgrade as recommended in CMJ's report, a flexible base meeting TxDOT Item 247, Type A, Grade 1/2 may be utilized on an equal basis, and placed atop a properly compacted subgrade. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the subgrade prior to pavement placement, and also alleviates any sulfate heave concerns. Please contact us should questions arise on information contained herein. Respectfully submitted, CMJ ENGINEERING, INC. TBPELS REGISTRATION No. F-9177 Matthew W. Kammerdiener, P.E. Senior Engineer Texas No. 127818 copies submitted: (1) Ms. Nikki Elliot, P.E. (email) WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: Bonds Ranch Road - Residential (Urban) Route: Wagley Robertson Road to US-287 Location: Fort Worth, Texas Owner/Agency: Design Engineer: Flexible Pavement Design/Evaluation Structural Number 3.57 Subgrade Resilient Modulus 4,118.20 psi Total Flexible ESALs 357,000 Initial Serviceability 4.20 Reliability 85.00 percent Terminal Serviceability 2.25 Overall Standard Deviation 0.45 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.44 1.00 2.00 0.88 Asphalt Cement Concrete 0.41 1.00 5.00 2.05 Crushed Stone Base 0.08 1.00 8.00 0.64 E S 3.57 Thursday, May 2, 2024 9:26:22AM Engineer: PLATE 1 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: Bonds Ranch Road - Collector Route: Wagley Robertson Road to US-287 Location: Fort Worth, Texas Owner/Agency: Design Engineer: Flexible Pavement Design/Evaluation Structural Number 4.39 Subgrade Resilient Modulus 4,118.20 psi Total Flexible ESALs 1,040,000 Initial Serviceability 4.20 Reliability 90.00 percent Terminal Serviceability 2.25 Overall Standard Deviation 0.45 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.44 1.00 2.00 0.88 Asphalt Cement Concrete 0.41 1.00 7.00 2.87 Crushed Stone Base 0.08 1.00 8.00 0.64 E S 4.39 Thursday, May 2, 2024 9:23:45AM Engineer: PLATE 2 WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Flexible Design Inputs Project Name: Bonds Ranch Road - Arterial Route: Wagley Robertson Road to US-287 Location: Fort Worth, Texas Owner/Agency: Design Engineer: Flexible Pavement Design/Evaluation Structural Number 5.21 Subgrade Resilient Modulus 4,118.20 psi Total Flexible ESALs 3,360,000 Initial Serviceabilitv 4.20 Reliability 90.00 percent Terminal Serviceability 2.50 Overall Standard Deviation 0.45 Layer Pavement Design/Evaluation Layer Layer Drainage Layer Layer Material Coefficient Coefficient Thickness SN Asphalt Cement Concrete 0.44 1.00 2.00 0.88 Asphalt Cement Concrete 0.41 1.00 9.00 3.69 Crushed Stone Base 0.08 1.00 8.00 0.64 E S 5.21 Thursday, May 2, 2024 9:20:04AM Engineer: PLATE 3 z y > O C o ,X - 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Cd y- CCd �i CL ;zL1, a� r- p, O cd Q 'O O '� o �, W .F o N cOd o� .yam�y,.,.,, �I —Cd b U Y o Y \ y :0 In o � O zUUUx3 O O ¢ U.-•z�- O N 3 F. H O z o. � ��. o �•� a ° o CZ3 oar a� U O o o U y O Lt o O 3 CL a = x o w y > N � 6 N O '' O° (�° CD CL �t N N -O O ° o y C 'in pp t p — NCL Cd n A i�i cd w o �. *° w b ° o cd U U O U: it O N Ort m U .� O is U y GI Ci U _ 1-I 7-i Q • U i a o ° o ° uto o ��b ° - o O�Q F- q s. ob�� Z a 0. 3 o zP.P. O Q U MOO "E5 N � c'M O J � Y �U 2 O C O U VJ z w U O 0 Z O U LL U W a_ U) Z O = U >O 0 O of U 00 ��/ .L Oz � Q U co LO N O N o_ 0 a) a) OWN HARMON ROAD IMPROVEMENTS Fort Worth, TX DESCRIPTION Harmon road is a $27 million CMAR project for the City of Fort Worth. This two -mile -long project consists of improvements and widening of Harmon Road from US 287 to Golden Triangle and construction of three roundabouts The extensively planned project had several phases to accommodate the traffic flow through Harmon Road. The project had over 3,800 SY of asphalt, 1,200 LF of DIP water lines, 1,700 LF of PVC and DIP Sanitary Sewer, 7,500 LF of 10' wide Shared Use Sidewalk and 53,000 SY of 11" Concrete Pavement. BUDGET Bid Amount: $25 Million Final Cost: $27 Million SCHEDULE) Notice to Proceed: March 2021 Final Completion Date: May 2023 KEY PERSONNEL Project Manager: Riley Seahorn Quality Director: Andrew Cunningham Project Superintendent: Alejandro Velez Safety Manager: Sean Blakemore CIVIL ENGINEER I Kimley-Horn and Associates, Inc. SUBCONTRACTORS1 Underground Utilities: North Texas Contracting Electrical: Bean Electrical RELEVANCY [ X ] Arterial projects (non- greenfield, phased, over 12 months) [X] Fort Worth 24"+water line relocations [ X ] Fort Worth concrete paving projects in the last 5 years [ X ] Fort Worth projects delivered on time and on budget REFERENCES 1 Alejandra Ayala Sr. Project Manager City of Forth Worth alejandra.ayala@fortworthtexas.gov 817-392-8883 Dana Shumard Vice President Kimley-Horn and Associates dana.shumard@kimley-horn.com 817-403-8008 CAMP BOWIE IMPROVEMENTS Fort Worth, TX DESCRIPTION The Camp Bowie Improvements project in Fort Worth, Texas, involved the reconstruction of Camp Bowie Boulevard with new pavement, brick pavers, upgraded utilities, lighting, landscaping, and site furnishings. The project required careful phasing to maintain access for local businesses and cultural institutions. This project meets the definition of a similar project as it encompasses comprehensive roadway reconstruction, utility upgrades, and streetscape enhancements within an active urban corridor —key elements common to comparable civil infrastructure projects. BUDGET Original GMP: $11.8 Million Projected GMP: $13.7 Million SCHEDULE) Notice to Proceed: February 2025 Anticipated Completion Date: May 2026 KEY PERSONNEL Project Manager: Mark Valdez Project Superintendent: Pete Siggerud ssQuality Director: Andrew Cunningham CIVIL ENGINEER I Pacheco Koch Consultingt nginee sr: Sean Blakemore SUBCONTRACTORS1 Underground Utilities: Fort Worth Civil Constructors, LLC Colored Concrete: Texas Bomanite RELEVANCY [ X ] Arterial projects (non- greenfield, phased, over 12 months) [ ] Fort Worth 24"+ water line relocations [ X ] Fort Worth concrete paving projects in the last 5 years [ X ] Fort Worth projects delivered on time and on budget REFERENCES 1 Andrew (Drew) Goodman Engineering Manager City of Fort Worth andrew.goodman@fortworthtexas.gov 817-727-5702 Maddie White Project Manager Westwood Professional Services maddie.white@westwoodps.com 817-307-7880 HEMPHILL CONNECTOR Fort Worth, TX DESCRIPTION This $31 million CMAR project included preconstruction and construction of the new roadway underneath the existing IH-30 freeway and four UPRR freight rail lines to provide additional connectivity through downtown Fort Worth. The project included utilities, paving, beautification and other features. McCarthy kept consistent communication and coordination with third parties such as TxDOT, UPRR, the adjacent developer and property owners throughout construction. BUDGET Bid Amount: $35 Million Final Cost: $31 Million SCHEDULE1 Notice to Proceed: July 2017 Final Completion Date: May 2020 KEY PERSONNEL Project Manager: David Wallace Project Superintendent: Chad Kresta Quality Director: Andrew Cunningham Safety Manager: Sean Blakemore CIVIL ENGINEER I GFT Inc. (Transystem) SUBCONTRACTORS1 Water: North Texas Contracting Electrical: Bean Electrical RELEVANCY [ X ] Arterial projects (non- greenfield, phased, over 12 months) [ ] Fort Worth 24"+ water line relocations [ ] Fort Worth concrete paving projects in the last 5 years [ X ] Fort Worth projects delivered on time and on budget REFERENCES 1 Michael Weiss Project Manager City of Forth Worth michael.weiss@fortworthtexas.gov 817-392-8485 Chad Gartner Principal, Senior Vice President GFT Inc.(Transystem) cggartner@transystems.com 817-313-0093 ML, RAY WHITE ROAD Fort Worth, TX DESCRIPTION The $21.5 million project widens the roadway from Mirage Drive to Big Bear Creek Bridge, adding a four -lane divided road with underground storm drains. Improvements include a new traffic signal and sanitary sewer extension at Wall Price Keller Road, roundabout modifications at Wyndrook Street and Park Vista Boulevard, new sidewalks on both sides, and upgraded street lighting. These enhancements will boost capacity, reduce congestion, and improve safety and mobility. BUDGET Bid Amount: $20.7 Million Final Cost: $21 Million SCHEDULE1 Notice to Proceed: February 2025 Anticipated Completion Date: June 2026 KEY PERSONNEL Project Manager: John Rhoda Project Superintendent: Patrick Liebl CIVIL ENGINEER I Burns & McDonnell Quality Director: Andrew Cunningham Safety Manager: Brett Harp SUBCONTRACTORS1 Underground Utilities: Klutz Construction Concrete Paving: DDM Construction Corporation Electrical: Bean Electrical fi RELEVANCY [ X ] Arterial projects (non- greenfield, phased, over 12 months) [ ] Fort Worth 24"+ water line relocations [ X ] Fort Worth concrete paving projects in the last 5 years [ X ] Fort Worth projects delivered on time and on budget REFERENCES 1 Alejandra Ayala Sr. Project Manager City of Forth Worth alejandra.ayala@fortworthtexas.gov 817-392-8883 Dennis Ingram Project Manager Burns & McDonnell dringram@burnsmcd.com 469-659-7199 WESTSIDE WATER TREATMENT PLANT Fort Worth, TX DESCRIPTION 1 $47 million, 69,700-sf new water treatment facility with an initial capacity of 12 MGD, expandable to 35 MGD. The project includes pre-treatment facilities (ozone contact, rapid mix, flocculation, high -rate sedimentation basins), membrane filtration, washwater recovery basins, recycle pump station, 2.5 MG ground storage tank, high service pump station, operations and administration buildings, ozone and chemical building, electrical building, civil work, and all necessary appurtenances. BUDGET Bid Amount: $47 Million Final Cost: $47.3 Million SCHEDULE1 Notice to Proceed: August 2009 Completion Date: April 2012 KEY PERSONNEL Project Manager: Chris Kelly Project Superintendent: Monte Cook CIVIL ENGINEER I CDM Smith SUBCONTRACTORS1 Water: Tri Dal Quality Director: Daniel Petry Safety Manager: Bruce Fuller RELEVANCY [ ] Arterial projects (non- greenfield, phased, over 12 months) [X] Fort Worth 24"+water line relocations [ ] Fort Worth concrete paving projects in the last 5 years [ ] Fort Worth projects delivered on time and on budget REFERENCES 1 Christopher Harder Owner City of Forth Worth christopher.harder@fortworthtexas.gov 817-392-8293 John Boss Construction Manager Black & Veatch bossjf@bv.com 909-224-3602 TABLE 61 PROPOSED KEY PERSONNEL SUMMARY Table 6— Proposed Key Personnel Summary Position or Role Project Manager Individual's Name or Company's Name John Rhoda Project Superintendent Patrick Liebl Project Quality Control Manager Andrew Cunningham Project/Field Engineer (Lead Person or Company Name) Maiya Hollywood Project Safety Manager Sean Blakemore On -Site Representative John Rhoda Paving Superintendent Patrick Liebl Water Superintendent Patrick Liebl Traffic Signal Superintendent Patrick Liebl Blank: Write -In Additional Personnel Assistant Superintendent — Esteban Velazquez Blank: Write -In Additional Personnel If Key Personnel are to fulfill more than one of the roles listed above, provide their name next to all roles. Do not leave a role blank. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 71 EXPERIENCE OF PROPOSED PROJECT MANAGER Table 7 — Experience of Proposed Project Manager Project Manager Credentials Name of Project Manager John Rhoda Education Bachelors Construction Management — Boise State University Forinal Training Certifications OSHA 30-Hour Construction Safety & Health First Aid Experience as a Project Manager Years of Experience with this Offeror 2 Years of Experience as Project Manager 11 Number of Similar Projects as Project Manager 3 Number of Similar Projects in Other Positions 4 Number of Projects with the Proposed Team 2 Percentage of Time Available to Work on This Full Time Project Current Projects Name of Project White Road Role/Position on Project ManagerRay Project Percent of Time Dedicated to Project CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 71 EXPERIENCE OF PROPOSED PROJECT MANAGER Project Experience ManagerPrevious List Up to 3 Similar Projects as a Project Position Project Number I CITY OF FORT WORTH CAMP BOWIE IMPROVEMENTS Position or Role Project Manager Project Location and FORT WORTH, TX Description $7.5 Million Camp Bowie Improvements from Montgomery to University Proiect Number 2 CITY OF DENTON MAYHILL ROAD Position or Role Project Manager Project Location and Denton, TX Description $19.5 Million extending existing Mayhill Road from approximately Quail Creek Road south to Colorado Boulevard. The new 4-lane divided roadway will include a new 4-lane bridge crossing Denton County Transit Authority (DCTA) rail line, new traffic signal at the intersection of Mayhill Road and Colorado Boulevard, a regional flood control structure, and side paths and trails. 135,000 CY earth embankment, 21,000 SY reinforced concrete pavement, 6,000 SF MSE retaining wall, 36,000 SF bridge, storm drain, traffic signals, and other ancillary work. Alternates A-E varying scope. Project Number 3 I-70 PEAK PERIOD SHOULDER LANE PROJECT Position or Role Project Manager Project Location and IDAHO SPRINGS, CO Description $54 million, CMAR project included upgrading and re -paving 13 miles of the existing eastbound, two-lane segment of 1-70 between US 40 at Empire Junction to the western terminus of the Twin Tunnels to accommodate a wide shoulder, replacement of two bridges over 1-70, one at State Highway 103 and the other at Exit 241 in Idaho Springs CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 71 EXPERIENCE OF PROPOSED PROJECT MANAGER Reference Information Listing names indicates approval to contacting the named individuals as a reference. Reference Number I Name Alejandra (Alex) Ayala, P.E. Title/ position Sr. Project Manager Organization City of Fort Worth Telephone 817-392-8883 Email Alejandra.Ayala@fortworthtexas.gov Project Ray White Road Candidate role on project Reference Number 2 Name Sr. Project Manager for the City of Fort Worth Cody Horton Title/ position Sr. Construction Inspector Organization City of Fort Worth Telephone 817-475-6903 Email Cody.Horton@fortworthtexas.gov Project Ray White Road Candidate role on project Sr. Construction Inspector for the City of Fort Worth CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 81 EXPERIENCE OF PROJECT SUPERINTENDENT Table 8 — Experience of Project Superintendent Superintendent .d. Name of Superintendent Patrick Liebl Education Gordon College — Business Administration Forinal Training Certifications Experiencep' d' Years of Experience with this Offeror 1 Years of Experience as Superintendent 17 Number of Similar Projects as Superintendent 7 Number of Similar Projects in Other Positions 3 Number of Projects with the Proposed Team 1 Percentage of Time Available to Work on This Project 100% Current Projects Name of Project White Road Role/Position on Project SuperintendentRay Project Percent of Time Dedicated to Project CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 81 EXPERIENCE OF PROJECT SUPERINTENDENT Previous Project Experience List Up to 3 Similar Projects as a Superintendent or Other Position Protect Number 1 TXDOT I-30 FRONTAGE ROADS BETWEEN JOHN KING BLVD AND CORPORATE CROSSING Position or Role Project Superintendent Project Location and Dallas and Rockwall County, TX Description This $142 million project will widen 1-30 from Bass Pro Dr. to the Hunt County line and add continuous frontage roads, including across Lake Ray Hubbard. Adding separate frontage road bridges and expanding the mainlanes allows traffic to continue to cross the lake if an incident has closed or limited general purpose lanes. Protect Number 2 TXDOT HIGHWAY 380 Position or Role Project Superintendent Project Location and Denton, TX Description A $20.6 million project will improve pedestrian access to businesses and schools in the corridor and bring the roadway up to current standards. The porject scope includes widening the roadway from four to six lanes with grade separations at five major intersections, add a curbed median, and improve pedestrian facilities. Protect Number 3 TXDOT HIGHWAY 114/121 — DFW CONNECTOR PROJECT C4 Position or Role Project Location and Grapevine, TX Description $270 million design build project for the full reconstruction of 121 from the 114 interchange to the FM-2499 exit. Project included several connector bridges, large MSE and Cast in place retaining walls, large box culverts and storm drainage pipe, large excavation and embankment operations with concrete paving. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 81 EXPERIENCE OF PROJECT SUPERINTENDENT approvalReference Information Listing names indicates ,. ls as a reference. Reference Number I Name Alejandra (Alex) Ayala, P.E. Title/ position Sr. Project Manager Organization City of Fort Worth Telephone 817-392-8883 Email Alejandra.Ayala@fortworthtexas.gov Project Ray White Road Candidate role on project Reference Number 2 Name Sr. Project Manager for the City of Fort Worth Cody Horton Title/ position Sr. Construction Inspector Organization City of Fort Worth Telephone 817-475-6903 Email Cody.Horton@fortworthtexas.gov Project Ray White Road Candidate role on project Sr. Construction Inspector for the City of Fort Worth CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 9 1 EXPERIENCE OF PROJECT QUALITY CONTROL MANAGER Table 9 — Experience of Project Quality Control Manager Name of Quality Control Manager Education Forinal Training Certifications Andrew Cunningham Bachelor of Architecture Associate of Arts Architectural Engineering Wentworth Institute of Technology Supervisory Crane Training First Aid Healthcare Construction Certificate (HCC) Construction Quality Management Certificate (CQMC) LEED AP BD+C ControlExperience as a Quality Manager Years of Experience with this Offeror 16 Years of Experience as Quality Control Manager 30 Number of Similar Projects as Quality Control Manager 20 Number of Similar Projects in Other Positions 5 Number of Projects with the Proposed Team 3 Percentage of Time Available to Work on This Project As Needed Current Projects Role/Position on Percent of Time Name of Project Project Dedicated to Project HJAIA Quality Director-� CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 9 1 EXPERIENCE OF PROJECT QUALITY CONTROL MANAGER Previous Project Experience List ► to 3 Similar Projects as a Quality Control ManagerPosition Project Number I Harmon Road Position or Role Quality Director Project Location and Fort Worth, TX Description This $26.5 million CMAR project included preconstruction and construction to expand Harmon Road from two lanes to four, increasing the ease of traffic between US 287 and I-35W in Fort Worth. The project utilities included drainage and waterline. McCarthy self -performed retaining walls, earthwork, concrete paving repair, traffic controls, and flatwork. Project Number 2 Hemphill Street Connector Position or Role Quality Director Project Location and Fort Worth, TX Description A $35 million, preconstruction and construction of the new roadway underneath the existing IH-30 freeway and four UPRR freight rail lines to provide additional connectivity through downtown Fort Worth. The project consists of a four -lane major arterial street comprised of four 12-foot lanes, median and wide sidewalksibike lanes, a railroad bridge, retaining walls, streetlights, traffic signals, drainage improvements, landscaping, and irrigation. Protect Number 3 SH 71 Express Lanes Position or Role Quality Director Project Location and Austin, TX Description $96 million, construction of four miles of one toll lane in each direction on Hwy 71 between Presidential Boulevard, which is the main entrance to the airport, and SH 130. Also involves construction of a bridge over SH 130 with ramps connecting the toll lanes and SH 130, reconstructing and realigning the intersection of Hwy. 71 and FM 973 and widening Hwy. 71 from Presidential Boulevard to SH 130 to allow for three non -tolled lanes in each direction. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 9 1 EXPERIENCE OF PROJECT QUALITY CONTROL MANAGER Reference Information Listing names indicates approval to contacting the nam-, individuals Reference Number I Name Russ Raymond, RBEC Title/ position Principal Organization SEAL, A BPL Company Telephone 470-280-4280 Email russr@sealbe.com Project John M. O'Quinn Hospital Expansion, Harris Health System Candidate role on project Reference Number 2 Name Regional Quality Director Jacob Borgerson, PhD, PE Title/ position Associate Principal. Organization Wiss, Janney, Elstner Associates, Inc. Telephone 832-467-2177 Email jorgerson@wje.com Project Ismaili Center, Houston Candidate role on project Regional Quality Director CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 10 1 EXPERIENCE OF SAFETY MANAGER Table 10 — Experience of Safety Manager Project Safety Manager Credentials Name of Safety Manager Sean Blakemore Education Occupational Health and Safety Southeastern Oklahoma State University Formal Training Certifications OSHA 30-Hour Construction Safety & Health First Aid NFPA 70E - Electrical Safety Training First Aid, CPR & AED Trainer Graduate Safety Practitioner (GSP) Certified Safety Professional (CSP) Certified Health & Safety Technician (CHST) Scaffold Safety Flagging OSHA 10-Hour Construction Occupational Safety and Health Administration Scaffolding Competent Person Forklift, Boom Lift & Scissor Lift Instructor Aerial Work Platform Safety Rigging Train the Trainer Confined Space Competent Person Excavation Safety for Competent Person Training OSHA 510 Standards for the Construction Industry Experience as an Inspector Years of Experience with this Offeror 8 Years of Experience as a Safety Manager 9 Number of Similar Projects as a Safety Manager 5 Number of Similar Projects in Other Positions Number of Projects with the Proposed Team 3 Percentage of Time Available to Work on This Project As Needed CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 10 1 EXPERIENCE OF SAFETY MANAGER Current Projects Role/Position on Percent of Time [Name of Project Project Dedicated to Project tric Campus, Children'sPediaDallas Safety Manager CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 10 1 EXPERIENCE OF SAFETY MANAGER Project Experience ManagerPrevious List Up to 3 Similar Projects as a Safety Position Protect Number I Hemphill Street Connector Position or Role Safety Manager Project Location and Fort Worth, TX Description A $35 million, preconstruction and construction of the new roadway underneath the existing IH-30 freeway and four UPRR freight rail lines to provide additional connectivity through downtown Fort Worth. The project consists of a four -lane major arterial street comprised of four 12-foot lanes, median and wide sidewalks/bike lanes, a railroad bridge, retaining walls, streetlights, traffic signals, drainage improvements, landscaping, and irrigation. Protect Number 2 DFW International Airport — 24th Avenue Reconstruction Position or Role Safety Manager Project Location and Arlington, TX Description Reconstruction and widening of 24th Avenue, addition of turn lanes, new intersection work at Rental Car Drive and Global Drive, and associated utilities. Had to manage safety across live -traffic interfaces, night work, heavy equipment, and complex staging in an active airport environment. Project Number 3 City of Fort Worth — Village Creek Peak Flow Storage Position or Role Safety Manager Project Location and Arlington, TX Description $26 million CMAR wastewater peak flow storage project at the Village Creek Water Reclamation Facility, including two large earthen basins, 7,000 LF of 84-inch pipeline, structures, and modifications at the HRC pump station. Sean supported safe work planning for deep utility installation, large -diameter pipeline construction, confined space work, and plant tie-ins under peak -flow conditions. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 TABLE 10 1 EXPERIENCE OF SAFETY MANAGER Reference Information Listing names indicates approval to contacting the named individuals as a reference. Reference Number Name Tony Barton Title/ position System Director Enterprise Risk Management Organization CHRISTUS Health Telephone 469-282-2325 Email awbarton@christushealth.org Project Bradley -Thompson Bed Tower Candidate role on project Reference Number 2 Name Project Safety Manager Craig Johnston Title/ position Department Chair Organization Collin College Telephone 469-365-1908 Email cajohnson@collin.edu Project Collin College Technical Campus Candidate role on project Project Safety Manager CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 Y wow �i I J Organizational Chart .-"W PROJECT DIRECTOR PROJECT MANAGER PROJECT SUPERINTENDENT ASST. SUPERINTENDENT SUPPORT SERVICES A 7a 0s) SR. PRECONSTRUCTION SAFETYDIRECTOR DIRECTOR SUBCONTRACTOR TEAM Resumes JON HANNA PROJECT DIRECTOR Jon serves as the primary point of contact and works closely with the City of Fort Worth hroughout the entire lifespan of the project to ensure an exceptional client experience. Jon holds overall responsibility for McCarthy's preconstruction and construction services and has full authority to allocate the resources of the company as needed. He attends all preconstruction team meetings and coordinates estimating, scheduling, value analysis, design review and subcontracting efforts. Once construction begins, Jon is present on -site on a regular basis to ensure effective implementation of quality and safety programs, cost control, and project close-out. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH RAY WHITE ROAD I FORT WORTH, TX the $21.5 million project widens the roadway from Mirage Drive to Big Bear ;reek Bridge, creating a four -lane divided road with underground storm Drains, a new traffic signal at Wall Price Keller Road, and a sanitary sewer extension. The project also upgrades the roundabout at Wyndrook Street and Park Vista Boulevard, adds sidewalks on both sides, and installs new Streetlights to improve safety and accessibility. CAMP BOWIE IMPROVEMENTS I FORT WORTH, TX the Camp Bowie Improvements project in Fort Worth, Texas, involved the -econstruction of Camp Bowie Boulevard with new pavement, brick pavers, ipgraded utilities, lighting, landscaping, and site furnishings. The project -equired careful phasing to maintain access for local businesses and ultural institutions. This project meets the definition of a similar project as t encompasses comprehensive roadway reconstruction, utility upgrades, and streetscape enhancements within an active urban corridor —key elements common to comparable civil infrastructure projects. IH-170 TXDOT I FORT WORTH, TX Construction of new main lanes between existing frontage roads, requiring excavation/embankment, bridges, drainage, MSE walls, soil nail walls, utility relocation, HMA, concrete paving and achieving milestone schedules. IH-35 COOK COUNTY TXDOT I GAINESVILLE, TX Full reconstruction of IH-35 for seven miles. Included new bridges, drainage, excavation, embankment, subgrade, HMA, concrete paving, utility relocation, water, and sanitary relocation. JOHN RHODA PROJECT MANAGER As Project Manager, John is responsible for delivering the project on -time and on budget while meeting or exceeding the safety, quality, and overall expectations of the City. John will be active in the preconstruction process and will lead site logistics, construction planning, and constructability review efforts. He will develop bid packages, front end documents and ensure no scope gaps are present, and then facilitate the competitive bidding of the various elements of the work. His involvement in preconstruction will facilitate a smooth transition to the construction phase. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH RAY WHITE ROAD I FORT WORTH, TX The $21.5 million project widens the roadway from Mirage Drive to Big Bear Creek Bridge, creating a four -lane divided road with underground storm drains, a new traffic signal at Wall Price Keller Road, and a sanitary sewer extension. The project also upgrades the roundabout at Wyndrook Street and Park Vista Boulevard, adds sidewalks on both sides, and installs new streetlights to improve safety and accessibility. CITY OF DENTON MAYHILL ROAD I DENTON, TX This $19.5 million project extends a major roadway from Quail Creek Road south to Colorado Boulevard. The scope included construction of a new four -lane divided roadway, a four -lane bridge over the Denton County Transit Authority (DCTA) rail line, a new traffic signal at the intersection with Colorado Boulevard, a regional flood control structure, and pedestrian side paths and trails. 1-70 PEAK PERIOD SHOULDER LANE PROJECT I IDAHO SPRINGS, CO This $54 million project involved upgrading and repaving 13 miles of the existing eastbound, two-lane segment of 1-70 from US 40 at Empire Junction to the western terminus of the Twin Tunnels to accommodate a wide shoulder. The scope also included the replacement of two bridges over 1-70—one at State Highway 103 and another at Exit 241 in Idaho Springs. PATRICK LIEBL PROJECT SUPERINTENDENT As the project superintendent, Patrick will have oversight of all construction activities. In this role, he will coordinate schedule, and inspect the work of the various subcontractors and any self - perform labor. His emphasis is managing the construction work and coordinating with the City inspector and third party testing firms. Patrick will be responsible for implementing the Safety Program, and will conduct on -site safety meetings, task hazard analysis, toolbox safety meetings, and all onsite safety training. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH RAY WHITE ROAD I FORT WORTH, TX the $21.5 million project widens the roadway from Mirage Drive to Big 3ear Creek Bridge, creating a four -lane divided road with underground Storm drains, a new traffic signal at Wall Price Keller Road, and a sanitary sewer extension. The project also upgrades the roundabout at Wyndrook Street and Park Vista Boulevard, adds sidewalks on both sides, and installs new streetlights to improve safety and accessibility. TXDOT 1-30 FRONTAGE ROADS BETWEEN JOHN KING BLVD AND CORPORATE CROSSING I ROCKWALL COUNTY, TX this $142 million project will widen 1-30 from Bass Pro Drive. to the Hunt ,ounty line and add continuous frontage roads, including across Lake Ray Hubbard. Adding separate frontage road bridges and expanding the mainlines allows traffic to continue to cross the lake if an incident has closed or limited general purpose lanes. TXDOT HIGHWAY 380 1 DENTON, TX This $20.6 million project will improve pedestrian access to businesses and schools in the corridor and bring the roadway up to current standards. The project scope includes widening the roadway from four to six lanes with grade separations at five major intersections, add a curbed median, and improve pedestrian facilities. TXDOT HIGHWAY 114/121 — DFW CONNECTOR PROJECT C4 1 GRAPEVINE, TX $270 million design build project for the full reconstruction of 121 from the 114 interchange to the FM-2499 exit. Project included several connector bridges, large MSE and Cast in place retaining walls, large box culverts and storm drainage pipe, large excavation and embankment operations with concrete paving. ESTEBAN VELAZQUEZ ASSISTANT SUPERINTENDENT Esteban assists the John Rhoda and Patrick Liebl in carrying out all necessary duties related to the construction of the Bonds Ranch Road project. He assists in developing the quality control plan for the project, performs quality inspections at various stages of the work for all trades, coordinates efforts for the mock-up process, and manages the work of the subcontractors. He also ensures accurate documentation of project progress. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH RAY WHITE ROAD I FORT WORTH, TX Fhe $21.5 million project widens the roadway from Mirage Drive to Big Sear Creek Bridge, creating a four -lane divided road with underground Storm drains, a new traffic signal at Wall Price Keller Road, and a sanitary Sewer extension. The project also upgrades the roundabout at Wyndrook street and Park Vista Boulevard, adds sidewalks on both sides, and nstalls new streetlights to improve safety and accessibility. CAMP BOWIE IMPROVEMENTS I FORT WORTH, TX the Camp Bowie Improvements project in Fort Worth, Texas, involved the -econstruction of Camp Bowie Boulevard with new pavement, brick pavers, ipgraded utilities, lighting, landscaping, and site furnishings. The project -equired careful phasing to maintain access for local businesses and cultural institutions. This project meets the definition of a similar project as It encompasses comprehensive roadway reconstruction, utility upgrades, and streetscape enhancements within an active urban corridor —key elements common to comparable civil infrastructure projects. CENTREPORT TRAIL I FORT WORTH, TX The CentrePort Trail project for the City of Fort Worth is a $6.4 million civil improvement delivering a 12-foot-wide concrete hike and bike trail with 2-foot shoulders from Trinity Boulevard/Skyview Drive to the THE CentrePort Rail Station. This project created an ADA-accessible connection that links surrounding neighborhoods, transit, and employment centers while supporting the city's mobility and wellness goals. RICARDO MORALES SR. PRECONSTRUCTION DIRECTOR Ricardo works closely with Jon Hanna and the estimating team to generate all estimates and alternative systems analysis. He coordinates design development and GMP quantity survey and pricing, along with preconstruction scheduling requirements. Ricardo assists the project team in prequalifying subcontractors and suppliers and coordinates all drawing reviews. He remains involved, as needed throughout construction, to provide costing support for change order analysis and subcontract negotiation. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH RAY WHITE ROAD I FORT WORTH, TX the $21.5 million project widens the roadway from Mirage Drive to Big 3ear Creek Bridge, creating a four -lane divided road with underground Storm drains, a new traffic signal at Wall Price Keller Road, and a sanitary Sewer extension. The project also upgrades the roundabout at Wyndrook street and Park Vista Boulevard, adds sidewalks on both sides, and nstalls new streetlights to improve safety and accessibility. CITY OF FORT WORTH CAMP BOWIE IMPROVEMENTS I FORT WORTH, TX the $7.5 million project included new pavement, brick pavers, upgraded Nater and sewer lines, enhanced lighting, landscaping, and site .urnishings. Careful phasing was implemented to maintain access for ocal businesses, museums, and residents throughout construction. 514 71 EXPRESS LANES I AUSTIN, TX $96 million, construction of four miles of one toll lane in each direction on Hwy 71 between Presidential Boulevard, which is the main entrance to the airport, and SH 130. Also involves construction of a bridge over SH 130 with ramps connecting the toll lanes and SH 130, reconstructing and realigning the intersection of Hwy. 71 and FM 973 and widening Hwy. 71 from Presidential Boulevard to SH 130 to allow for three non -tolled lanes in each direction. DFW AIRPORT - RECONSTRUCT 24TH AVENUE I DALLAS, TX This $2.3 million project consisted of the reconstruction and widening of 24th Avenue, additon of a left turn lane to Rental Car Drive, extension of Innovation Drive to 24th Avenue, and reconstruction of a portion of the intersection of Global Drive and 24th Avenue. Specific work covered by this project includes clearing and grubbing, paving, installation of lighting and stormwater collection systems, installation of sidewalks, landscaping, and pavement striping. ANDREW CUNNINGHAM QUALITY DIRECTOR As the quality director, Andrew will provide our team with guidance and direction regarding quality. During preconstruction, he will work with our project team to develop and implement the Site Specific Quality Plan for the project. He will maintain overall responsibility for implementing McCarthy's "Quality without Question" initiative and will facilitate formal partnering sessions throughout the project. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH HARMON ROAD I FORT WORTH, TX This $26.5 million CMAR project included preconstruction and construction to expand Harmon Road from two lanes to four, increasing the ease of traffic between US 287 and 1-35W in Fort Worth. The project utilities included drainage and waterline. CITY OF FORT WORTH HEMPHILL STREET CONNECTOR I FORT WORTH, TX A $35 million, preconstruction and construction of the new roadway underneath the existing IH-30 freeway and four UPRR freight rail lines to provide additional connectivity through downtown Fort Worth. The project consists of a four -lane major arterial street comprised of four 12-foot lanes, median and wide sidewalks/bike lanes, a railroad bridge, retaining walls, streetlights, traffic signals, drainage improvements, landscaping, and irrigation. CITY OF FORT WORTH VILLAGE CREEK PEAK FLOW STORAGE ARLINGTON, TX This $26 million CMAR project involved preconstruction services and the construction of two large, earthen storage basins, a 7,000-linear-foot 84- inch diameter pipeline, modifications to a junction structure and existing high rate clarifier facility (HRC) pump station, and five concrete flow control structures, at the city's largest wastewater plant. SH 71 EXPRESS LANES I AUSTIN, TX $96 million, construction of four miles of one toll lane in each direction on Hwy 71 between Presidential Boulevard, which is the main entrance to the airport, and SH 130. Also involves construction of a bridge over SH 130 with ramps connecting the toll lanes and SH 130, reconstructing and realigning the intersection of Hwy. 71 and FM 973 and widening Hwy. 71 from Presidential Boulevard to SH 130 to allow for three non -tolled lanes in each direction. SEAN BLAKEMORE SAFETY DIRECTOR Sean will serve as the safety manager for this project and is an OSHA certified trainer. He spends a considerable amount of time on each of his jobsites to ensure McCarthy's safety program is fully implemented and adhered to by both our own employees as well as our subcontractors. During preconstruction, Sean will be involved with the construction planning activities to assist the field staff in configuring the jobsite with the safest methods possible. During construction, Sean will visit the site on a regular basis to ensure the safety of the entire staff on the job. RELEVANT PROJECT EXPERIENCE CITY OF FORT WORTH HARMON ROAD I FORT WORTH, TX this $26.5 million CMAR project included preconstruction and construction to expand Harmon Road from two lanes to four, increasing :he ease of traffic between US 287 and 1-35W in Fort Worth. The project utilities included drainage and waterline. CITY OF FORT WORTH HEMPHILL STREET CONNECTOR I FORT WORTH, TX 4 $35 million, preconstruction and construction of the new roadway underneath the existing IH-30 freeway and four UPRR freight rail lines :o provide additional connectivity through downtown Fort Worth. The Droject consists of a four -lane major arterial street comprised of four 12-foot lanes, median and wide sidewalks/bike lanes, a railroad bridge, retaining walls, streetlights, traffic signals, drainage improvements, landscaping, and irrigation. CITY OF FORT WORTH VILLAGE CREEK PEAK FLOW STORAGE ARLINGTON, TX This $26 million CMAR project involved preconstruction services and the construction of two large, earthen storage basins, a 7,000-linear-foot 84- inch diameter pipeline, modifications to a junction structure and existing high rate clarifier facility (HRC) pump station, and five concrete flow control structures, at the city's largest wastewater plant DFW AIRPORT - RECONSTRUCT 24TH AVENUE I ARLINGTON, TX Reconstruction and widening of 24th Avenue, addition of turn lanes, new intersection work at Rental Car Drive and Global Drive, and associated utilities. Had to manage safety across live traffic interfaces, night work, heavy equipment, and complex staging in an active airport environment F A:;r Project Approach 3400 N. Central Expresmayr, Suite 500. Richardson Texas 75HO r 972-991-55O0 IF 972-991�92,49 M=ff y C0m April 2, 2026 City of Fort Worth Transportation & Public Works Department Re: Proposal Submission —Bonds Ranch Road from Wagley Robertson to Hawks Landing (City Project No. 103278) Dear Selection Committee, McCarthy is honored to submit this proposal in response to the City of Fort Worth's request for the reconstruction of Bonds Ranch Road from Wagley Robertson Road to Hawks Landing. The firm's project team stands uniquely qualified to deliver an exceptional customer experience while meeting the City's goals for this critical infrastructure investment. BUILDING ON COLLABORATIVE PARTNERSHIPS I With a consistent record of successful partnerships with the City of Fort Worth and regional municipalities, McCarthy brings a team that is experienced, knowledgeable, and committed. Under the leadership of John Rhoda and Patrick Liebl, the group maintains a proven understanding of the City's priorities and has fostered strong relationships with City stakeholders. This foundation will be leveraged to ensure the Bonds Ranch Road project's success, built on mutual respect and shared objectives. ALIGNING WITH THE CITY'S CSP DELIVERY METHOD I McCarthy approaches this Competitive Sealed Proposal as a best -value partner focused on transparent pricing, robust preconstruction planning, and proactive risk mitigation. Our dedicated civil infrastructure team will work closely with City staff and key partners to confirm scope and quantities, coordinate right-of-way and utility interfaces, and evaluate constructability options that protect schedule and budget. By clearly demonstrating our qualifications, project approach, and staffing plan alongside a responsive, competitive price, we support the City's CSP objective of selecting the contractor that offers the greatest overall value and most predictable project delivery. PRIORITIZING SAFETY AND MINIMIZING DISRUPTION I Safety remains the top priority. The designated Safety Manager, Sean Blakemore, will develop and implement a site -specific safety plan for Bonds Ranch Road, upholding the highest standards for public and workforce safety. Construction management on site will ensure the maintenance of resident access and minimize unnecessary disruption, with diligent adherence to project milestones. McCarthy looks forward to the opportunity to partner with the City of Fort Worth in delivering a safe, efficient, and lasting roadway that will benefit the community well into the future. Sincerely, Jeromy Shaw I Senior Vice President, Business Unit Leader jshaw@mccarthy.com 1 214-681-1671 A r Hd ngs„ W_ e Pw PROJECT APPROACH APPROACH TO DELIVERING THE PROJECT ON SCHEDULE McCarthy's construction approach is centered around effective project management and seamless coordination with all stakeholders. McCarthy's primary focus is delivering a safe, high -quality project to the City while maintaining strict attention to the project schedule and minimizing impacts to the traveling public. Throughout construction, our main focus lies in two key areas: project controls and project supervision. Project controls involve utilizing cutting -edge tools and programs to efficiently manage the project, ensuring safety and effectively addressing any material delivery impacts. By employing state-of-the-art methodologies, we facilitate clear and efficient coordination with franchise utilities and all stakeholders. Furthermore, McCarthy provides dedicated full-time supervision by an experienced team familiar with the City of Fort Worth. Our on -site Superintendent Patrick Liebl takes charge of day-to-day operations and field team management, while Project Manager John Rhoda and additional McCarthy personal directly support the project to ensure safety, quality and schedule of the project. Through our commitment to project controls and supervision, we guarantee successful project outcomes, meeting the highest standards set by our clients and exceeding expectations in the construction industry. "e-1 III,� r floe PHASING AND TRAFFIC MANAGEMENT We understand that relieving traffic congestion is a priority of the project, and that starts during construction by minimizing the impact on residents and businesses. McCarthy will draw from our experience on other local arterial, state highway, and interstate highway projects to work with the City to develop the lowest impact on to the traveling public. Utilizing the proposed plans McCarthy has determined several paths to decrease the impact on the traveling public, increase the production, and reduce the duration of the project. With the use of the current phasing sheets McCarthy proposes the construction of the project outside the current phasing sheet order. These options have both cost savings and schedule benefits. This breaks the project up into three (3) different station ranges as follows. 47+00 to 60+00 — Phase 1 A/1 B to Phase 1 C to Phase 1 D this station range can work independently. 22+00 to 47+00 — Phase 1 C to Phase 4 0 13+00 to 22+00 — Phase 3 to Phase 2 (flip flopping the current phasing) PROJECT APPROACH 0 The project will begin work in three areas simultaneously to shorten the schedule and minimize impacts to the traveling public. This first area of work will start at the east end at the box culvert crossing at STA 54+00. Early focus here accelerates completion of this constrained section and reduces disruption to traffic. The second area of work will also begin in Phase 1 C from STA 47+00 to 22+00, where only minor adjustments to the existing roadway are needed to maintain traffic. Because this area most affects local stakeholders, side street closures will be sequenced to minimize impact: Emerald Park Lane will close first, followed by Kittering Trail, then Irish Glen Trail. This allows neighborhood access from the two end streets while drivers adjust to the new traffic patterns. Six driveways in Phase 1 C will be partially or fully closed as shown in the plans; McCarthy will coordinate individually with each stakeholder, including proactive meetings with the Church (driveways 5 and 6) to limit impacts to patrons, landscaping, and irrigation. During storm drain installation, driveway impacts will be minimized until necessary for final construction. Line B3 will be installed in this phase, with street crossings completed under flagging operations —and at night if needed —to further reduce traffic disruption. McCarthy will coordinate closely with the affected homeowner where the line crosses private property. Phase 1 C also includes early installation of the new 16" water line and sanitary sewer at Wagley Roberts to enable full Phase 3 construction later. The third work area will advance a portion of Phase 3 from STA 13+00 to 22+00 ahead of Phase 2. Although this is not ideal for the box culvert and water line sequencing, McCarthy considers this approach more cost-effective than constructing the Phase 1 D detour. The out -of -phase storm drain will be tied into the existing system under Bonds Ranch Road via an open, riprap-lined drainage channel. This channel will safely convey flow to the existing drainage, protect against erosion, temporarily hold water as needed, and allow the new box culvert to drain into it so the trench can fill and then discharge through the existing pipe. PROJECT APPROACH McCarthy will pump the water down after the rain events to ensure minimal water being stored in the channel. Prior to the installation of the box culvert a portion of the new 36" water line will be installed. McCarthy proposes this temporary design change of the 36" water line for the safety of the installation and traveling public. If the installation of the 36" water line was to be installed as shown in phase two (2), it would place an open trench a few feet from live traffic on the phase 1 D detour or the proposed roadway. Utilizing the exiting roadway there is more room to shift traffic away from the required excavation. To eliminate this safety concern, McCarthy proposes to install the new 90* turn, valve and vault. This installation will require temporarily reconnecting the 36" water line to the existing system. The work will include installing an additional 90' and 45° fitting, along with approximately 40 LF of pipe, and will require a short shutdown window. McCarthy's bid value includes the cost for the temporary drainage channel and water pumping. Due to the bid form the detour cost that is shown in phase 2 is included. The cost for the temporary 36' water line connection and shut down is not included and would need to be discussed. The detour and the items associated with the detour would become a deduction for the project value and the temporary 36" water line would become an addition to the project scope. Detour Savings .. Temp 36" WL Tie -In $240,800.00 Total Savings .. Once completed with the water line and the box culvert installation, the new roadway will be constructed fully to the north. This will connect the last portion of Wagley Roberston and access to Darby Ln. At the completion of phase 3 and phase 1 C from STA:13+00 to 47+00 traffic will switch to Phase 2 and phase 4. At this time STA:47+00 to 60+00 will be completing out the work in phase 1 D. However, phase 1 D will not impact the traffic switch for the work in STAR 3+00 to 47+00. During Phase 4, McCarthy will continue to focus on reducing impacts to the traveling public. The cross streets that access the neighborhoods will start with the construction of Fossil Springs drive. To minimize the impact on this street the road will be phased in two halves. This focus will require the placement of flex base in lieu of lime to speed up the construction of the streets. Once Fossil springs is completed the next street to be constructed will be Foothill Drive with Breawood Drive to be completed as the last street to be constructed. Phase 4 has very minimal drainage lines to complete. This will allow for the earth work and paving portion to be done in a timely manner and reduce any impact on the traveling public. PROJECT APPROACH Phase 2 contains the longest portion of the schedule for the work between phase 2 and phase 4 while the traffic is running on the new west bound side and the detour of Wagley Robertson. The first item of work in phase 2 will be the removal of the exiting drainage under bonds ranch to open up a larger trench to allow for the storm water to flow more naturally. Prior to the installation of the new box culverts and Line A-. The remaining of the 36" water line will be installed. The water line will be fully installed and tested prior to the shutdown and connection to the existing. McCarthy will utilize the experience of the team to coordinate with the city and stakeholders on this shutdown to ensure the lowest interruption. As the water line storm drain complete, McCarthy will then focus on the earth work and paving operations. Channel A will be partially constructed but the majority of it will be held off until phase 5 after the detour has been removed. Upon completion of Phase 2, an intermediate opening of Wagley Robertson will be implemented to shift traffic off the detour. This transition will enable construction of the Phase 4 roadway segment from STA 22+00 to 22+50. With only this limited portion remaining, Phase 4 can be completed shortly after Phase 2. This progression will then allow Phase 5 to be initiated. Phase 5 work will be to build the remaining turn lanes on the west bound side, median landscaping and finalize any punch list items through out the project. McCarthy is proposing a nineteen -month schedule for the project with each phase as follows: • McCarthy Phase 1 — 7 months • Includes — Phase 1A/1 B, 1 C, 1 D, and Phase 3 • McCarthy Phase 2 — 7 months • Includes — Phase 2 and Phase 4 • McCarthy Phase 3 — 3 months • Includes — Phase 5 • Weather days are shown at the back of the schedule as 45 working days (roughly 2 months) SITE LOGISTICS McCarthy has identified the city of Fort Worth right of way to the south east of Wagley Roberston Rd as the location to place an office trailer. This location has access to power and water and makes ideal location to reduce the cost of an office set up. McCarthy will utilize the city right of way to the west of Wagley Roberston Rd between STA: 10+00 and 13+00 as a small laydown yard for the project. A secondary option for the office and laydown yard could be at the northwest corner of Willow Springs and Bonds Ranch within the cities right of way. McCarthy will utilize our relationship with our vendors to minimize the impact of large lay down yard cost and project congestion to the traveling public. Bulk material will be delivered as needed and delivered to the location it is needed Oust on time deliveries). McCarthy's 'keep it clean, keep it safe' program requires each project to implement the following rules: no trash hits the ground, everything on wheels, dunnage or pallets, just -in -time deliveries, and work area readiness. OPEN COMMUNICATION McCarthy maintains continuous coordination with the owner, on -site inspector, and third -party testing firm to keep them informed of required tests, inspections, and any issues as they arise. These stakeholders are treated as integral team members essential to the project's success. McCarthy leads weekly jobsite meetings with the owner, engineer, subcontractors, and vendors to plan work and communicate construction impacts on surrounding neighborhoods and businesses, and prepares and distributes meeting minutes to all team members. Our team provides monthly, weekly, and daily reports covering construction activities, cost, schedule, and administrative items. We work closely with the City to deliver timely, accurate information to key stakeholders, with a focus on keeping the public informed about construction progress and traffic changes that may affect access and commute routes. Strategies include public outreach meetings, notification flyers, and business wayfinding signage. McCarthy has successfully implemented these practices on projects such as Harmon Road and Ray White, where the public was effectively informed of construction progress and traffic changes. PROJECT APPROACH ENGAGEMENT WITH CUSTOMER COMMUNITIES Construction projects in any community inevitably disrupt the natural rhythm that citizens and visitors are accustomed to, with changes in traffic patterns, noise from equipment, and material stockpiles being some of the inherent inconveniences. At McCarthy, we take great pride in being recognized as community builders. A crucial aspect of our success lies in our exceptional ability to establish strong relationships with all stakeholders involved in our projects. 19 V mro,v OINGT Our approach to engaging with the local community and stakeholders centers around building genuine connections and finding the best solutions that benefit both the community and the project. We understand the importance of striking a balance between caring for our neighbors and fulfilling our cost and schedule commitments to ensure the successful completion of construction to the satisfaction of the City of Fort Worth. In line with McCarthy's'All In' commitment, we are dedicated to forging enduring partnerships with the communities where we operate, not just on specific projects but on every single endeavor. Together, we adopt a collaborative 'We, Not I' attitude that leads to positive outcomes for all parties involved. Our approach to engagement with the local community and stakeholders is rooted in authenticity, ensuring that we foster trust, respect, and shared interests throughout the construction process. By prioritizing genuine relationships and community well-being, we believe our projects contribute positively to the areas we serve, leaving a lasting, favorable impact. McCarthy places special emphasis on the needs of the residents and business owners along the project route. To ensure minimal negative impact on the area, advanced notice will be given to the neighborhoods before work commences, using job boards and reaching out to each neighborhood community as communication channels. If driveways become inaccessible due to construction activities, McCarthy will ensure alternative transportation options are available for residents. Any disruption caused to homeowners will be addressed with utmost care, as McCarthy is committed to providing amicable solutions and making every effort to address their concerns. PROJECT APPROACH FRANCHISE UTILITIES Recognizing the critical importance of franchise utilities, McCarthy's first priority at the start of construction is to identify all existing utilities. To minimize schedule impacts and verify compatibility with proposed storm drainage, water, and sanitary systems, we perform exploratory excavations at known utility locations across the project. Leveraging established relationships with franchise utility representatives from previous City of Fort Worth projects, we promptly incorporate identified utilities into the project utility matrix. Where conflicts arise, McCarthy actively participates in evaluating options and recommending design modifications or coordinating utility relocations as needed. For any franchise utilities not relocated before construction begins, McCarthy will work directly with each franchise owner to re-evaluate the project schedule and minimize cost and schedule impacts to the City. Lessons learned from the Harmon Road Improvements and Ray White projects —where underground communication, electrical, and gas lines were added after design and caused unforeseen clashes and delays —have informed a refined coordination process. McCarthy now implements a structured utility coordination and communication plan with each franchise owner to reduce unknowns, streamline coordination, protect the schedule, and support successful, on -time project delivery. SUBCONTRACTOR Subcontractor / Trade Partner Management MANAGEMENT McCarthy maintains the highest level of professionalism in working with our subcontracting partners, who we refer to as Trade Partners. On site, we manage and administer Contracts, Pre -Bid & Trade Partner Insurance & Selection Kickoff Meeting Bondina 10 O O O a 4 p all construction contracts, Pre -Bid & Selection including interpretation of Meeting construction documents. Before work begins, we meet with successful bidders in each scope to review expectations, procedures, scheduling, safety, quality, and equal opportunity requirements. We ensure all agreements are fully executed, including insurance, bonding, and other required documents. Our team implements clear procedures for processing and approving shop drawings and submittals, tracking progress through weekly status reports to support timely approvals. With a collaborative mindset, we encourage our Trade Partners to propose multiple and alternative solutions to achieve the best outcome for each situation. Weekly Shop Drawings Coordination & & Submittals Status Reports Collaborative Solutions & Alternatives Weekly Collaborative 0 Coordination & Solutions & Submittals Status Reports Alternatives Safety, Quality & EEO Expectations �-� Contracts, Safety, Insurance & Quality & EE Bonding Expectations y 11*4 PROJECT APPROACH CONSTRUCTION PROJECT MANAGEMENT McCarthy's construction management approach is firmly based on our mission - to be the best builder in America. Our strategy involves building high -performing teams that personify our core values of operational excellence, top -tier talent, and client focus. With John Rhoda as Project Manager and Patrick Liebl as Superintendent, the construction phase of the project will proceed smoothly from preconstruction to punch list. John will primarily focus on managing costs, schedules, and coordination with the City of Fort Worth and other stakeholders. Meanwhile, Patrick will take charge of the physical construction, utilizing either self -perform capabilities or subcontracted crews. Both John and Patrick possess extensive experience in successfully delivering multiple projects with varying scopes, contributing invaluable expertise to the overall team. DEVELOPING THE WORKFORCE FOR BETTER PROJECTS At McCarthy, we know the "tools of the trade" row extend beyond hammers and blueprints. Our focus is on developing knowledgeable craft professionals equipped with strong communication, relationship - building, and real-time access to information. We take pride in our comprehensive craft training initiative, created in response to the industry- wide labor shortage. Programs such as our National Foreman Development Program, Mentor Training, and structured career frameworks with on-the-job training help build a skilled workforce capable of delivering safe, productive, high -quality construction. GENEP4t GGNTPACxGR PROOORE' FNGINEER susca+xaacxon SPECIALIZED SKILLS: TECHNOLOGY FOR THE BENEFIT OF THE PROJECT D Our approach to technology is driven by what best serves our clients and projects —not technology for its own sake. �- We use multiple platforms to manage our work, including Procore, an online project r"R management tool central to our operations. Procore provides mobile access to current Q drawings and specifications and tracks RFls, submittals, daily logs, inspections, punch lists, and project financials. All key stakeholders —including the City of Fort Worth, subcontractors, on -site inspectors, Dreela�sBurred and third -party partners —are integrated into Procore to support efficient communication, collaboration, and overall project management. SCHEDULE CONTROL & MANAGEMENT SCHEDULE CONTROL & MANAGEMENT McCarthy uses Primavera P6 to develop and manage the project schedule. Project Superintendent Patrick Liebl will create detailed three week look -ahead schedules incorporating weekly subcontractor updates. During preconstruction, Project Manager John Rhoda, supported by our in-house scheduling team, will coordinate schedule development. As the project moves to the field, Superintendent Patrick Liebl will take primary responsibility for maintaining and refining the construction schedules. Our field staff will meet weekly with each subcontractor to review progress and update the schedule. This regular coordination strengthens engagement, accountability, and ownership while supporting schedule adherence and identifying recovery or improvement opportunities. The schedule will be maintained as a living tool, updated weekly to proactively manage risks and capture opportunities. It will include a detailed critical path network, subcontractor -oriented bar chart, and a monthly narrative update. McCarthy's focus on continuous progress helps minimize disruption and keeps all stakeholders informed. We will provide schedule updates to the City of Fort Worth during weekly meetings and submit formal progress reports monthly, ensuring transparent and consistent communication. J- MONITORING AND UPDATING THE SCHEDULE McCarthy will develop and maintain a comprehensive project schedule that incorporates all team activities and is continuously updated throughout the project. The schedule will be presented in the following formats: • Preliminary design and construction schedule • Milestone schedule • Master construction schedule • Critical Path Method (CPM) schedule • Short-term three- and six -week look -ahead schedules • Weather impact tracking During construction, the CPM schedule will be updated weekly on site and used by all staff as a primary planning and monitoring tool. Weekly schedule meetings with subcontractors will address progress, upcoming work, and recovery strategies as needed. A monthly schedule update report will be submitted to the City summarizing construction progress. Short-term schedules will be reviewed in weekly progress meetings with the City to clearly communicate the next three weeks of work to trade partners and crews. A weather impact log will be maintained and shared with the City of Fort Worth to document weather -related delays and support collaborative mitigation strategies. 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Q Q Q Q Q Q Q Q <<<< Q Q Q Q N N �,AL .Z' Q C p ¢oa a Y wow �i I J Safety Plan and Record TABLE 11 1 SAFETY PLAN AND RECORD 5,126,405 5,262,200 4,533,775 Total Number of Field Man -Hours 12 6 9 Number of Recordable Incidents with no lost time accidents 1 0 1 Number of Recordable Incidents with lost time accidents 0.51 0.23 0.44 Total Recordable Incident Rate (TRIR) (B+C) x (200,000) I A 0 0 0 Number of Fatalities 0.48 0.49 0.51 Published Experience Modification Rate (EMR) Provide documentation to support the above Experience Modification Rate information. Either of the following methods are acceptable: • Letter from insurance agent, insurance carrier, or appropriate government agency (on their letterhead) verifying the modification rate. • Copies of the Experience Rating Calculation Sheets for each of the above years that your insurance carrier forwards to you annually. If the Total Recordable Incident Rate exceeds 2.0 for any of the past three years, provide OSHA 300 logs for each of the past three years. CITY OF FORT WORTH Bonds Ranch Road from Wagley Robertson to Hawks Landing STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103278 Revised 09/10/2025 EXPERIENCE MODIFICATION RATE I INSURANCE LETTER * OLD REPUBLIC INSURANCE COMPANY ** * ** 445 South Moorland Road, Suite 300, Brookfield, Wisconsin 53005 1 T: 262.797.3400 March 5, 2025 RE: McCarthy Building Companies, Inc. NCCI Risk ID #910664166 To Whom It May Concern, McCarthy Building Companies, Inc. has the following history of credit Workers Compensation experience modifications (EMRs) that reflect their significantly better than average countrywide loss history and their exemplary countrywide safety and accident prevention programs that promote and emphasize occupational safety. Year NCCI 4/1 /2025 .53 4/1 /2024 .51 4/1 /2023 .49 4/1 /2022 .48 4/1 /2021 .50 4/1 /2020 .45 Aon Risk Solutions manages the casualty insurance needs for McCarthy Building Companies, Inc. If you have any questions or require additional information, please contact me at (262) 796-4853 or Jenna Denton, Account Executive, Aon Construction Services Group at (773) 359-7951. Sincerely, OLD REPUBLIC INSURANCE COMPANY �GtE.cP 1 Janice Biniok, AINS, ARM Senior Account Manager C OLD REPUBLIC INSURANCE CROUP QA/QC AND SAFETY PLAN The project team —McCarthy, the City of Fort Worth, subcontractors, onsite inspectors, and other stakeholders —is committed to meeting all contract requirements and McCarthy's high standards for quality, safety, efficiency, and environmental stewardship. A site -specific Quality Control Plan (SSQCP) will guide the Bonds Ranch project throughout construction and apply to all team members. McCarthy will fully understand the scope and requirements, identify potential quality risks, and develop a comprehensive SSQCP with input from as many project stakeholders as possible to promote shared understanding and best practices. Quality on the Bonds Ranch project is treated with the same priority as safety. Delivering a durable roadway quickly is critical to supporting the growth �A of this neighborhood and the broader City of Fort d Worth. Through strict adherence to our Quality LEq_;J Without Question" program, McCarthy aims to Plan & Prevent QUALITY Verify & Test deliver a high -quality project that positively impacts the community and the region. WITHOUT QUESTION �t Deliver& Improve DEVELOPMENT McCarthy emphasizes quality beginning in preconstruction. As we review drawings and specifications, our team evaluates requirements to achieve high -quality work while avoiding unnecessary ,. cost. Preconstruction and operations staff jointly review documents and provide input to the design team and owner to reduce surprises during construction. By planning carefully and executing to that plan, McCarthy supports better outcomes for all stakeholders from preconstruction through punch list. _ , \ IMPLEMENTATION Quality will be a core focus from project startup. McCarthy views quality as a series of proactive, connected activities designed to prevent issues, not react to them. We ensure bid documents are clear so subcontractors fully understand requirements, reducing RFls, changes, and improving coordination and schedule certainty. Under the leadership of Project Director Jon Hanna, preconstruction and construction teams will implement quality standards at every stage, while Project Superintendent Patrick Liebl oversees day-to-day field quality. Work plans will define requirements for material testing, inspections, and hold points. A comprehensive submittal log will be created, and materials will be checked for compliance upon arrival. Non -compliant materials will not be used, helping ensure budgets are maintained and overall project quality is achieved. QA/QC AND SAFETY PLAN CLOSE-OUT AND WARRANTY PROGRAM McCarthy field staff will coordinate final inspections and formal turnover to confirm the roadways and associated improvements are ready for use. Early and phased punch list walks will be used to maintain quality and schedule, supporting a smooth and timely closeout. At completion, McCarthy will provide all required documentation, including photos, reports, submittals, and record drawings. Before the 24 month warranty expiration, McCarthy will conduct a 20 month warranty walk-through with the City and Engineer to review the entire completed project. Any warranty items identified will be documented and corrected by the appropriate subcontractor or McCarthy staff before the warranty period ends, ensuring sustained quality and owner satisfaction. SAFETY Safety is the top priority on every McCarthy project. Each day begins with stretch -and -flex exercises and a Task Hazard Analysis (THA) completed with crew input to plan work safely for workers, visitors, and the traveling public. Throughout the day, everyone on site —McCarthy staff, subcontractors, inspectors, and visitors —has stop work authority and is expected to use it if they see unsafe conditions or practices. McCarthy's "Take Pride in Safety" and "All In" safety culture reflects our commitment to protecting all people on and around the project. Every field and office employee is responsible for maintaining a safe environment so work can be performed with confidence. Monitoring Safety: Safety is the highest priority on the Bonds Ranch Project and a shared core value with the City. Our safety program, reflected in an Experience Modifier Rate well below the industry average, delivers both protection and cost savings to the City of Fort Worth. We plan for safety at every step, with goals to: • Build each project while pursuing zero injuries and incidents • Maintain the most highly trained and safest workforce in the industry • Eliminate liability risk to our clients, trade partners, and McCarthy • Use leading and lagging indicators to predict and reduce risk QA/QC AND SAFETY PLAN Project Safety Compliance & Reporting: Standard McCarthy safety procedures on all projects include-. • Monthly Loss Control Reports • Weekly "Toolbox Talk" meetings • Project Health and Safety Reports • Assured Grounding Program and equipment failure reporting • First Report of Injury and accident reports • Subcontractor incident rate tracking 15 • Competent Person designations • Project Director safety reviews • Task Hazard Analysis (THA) participation and tracking • Pre job site planning checklists • OSHA/start-up packet • Supervised labor incident rate reporting • Job site housekeeping plan SITE -SPECIFIC SAFETY PLAN Our top concern is the safety of trade partners and the public. We will carefully plan safe access and egress for nearby businesses, pedestrians, and construction activities so daily routines can continue safely around the project. Highly visible signage will clearly communicate barriers, excavations, lane closures, and exposed work areas. McCarthy prepares a Site -Specific Safety Plan for every project. For the Bonds Ranch Project, this plan will include tailored measures to ensure traffic control is sufficient and appropriate to guide the traveling public safely through and around the work zone. J STOP WORK AUTHORITY All McCarthy employees and subcontractors have Stop Work Authority. If anyone sees unsafe work or work that does not meet quality expectations, they are empowered and expected to stop the activity. Our process is- stop, notify, correct, resume. This ensures safety and quality are maintained at all times. 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Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/01) 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0049-001 04/26/00 33 05 13 Profile Gasket for 4' Diem ME Press -Seal Gasket Corp. 2504G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HOPE Manhole Adjustment Rings Ladtech. Inc HOPE Adjustment Ring Traffic and Non -traffic area 5/13/05 330513 Manhole External Wrap Canusa - CPS WraladScal Manhole Encapsulation Stem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/131 1/26/99 1 333913 1 Fiberglass Manhole Fluid Containment, Inc Flowtite ASTM 3753 Non -traffic area 08/30J06 1 3339 13 1 Fiberglass Manhole L.P. Manufacturing Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers I Western Iron Works. Bass & Ha Found 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) 33 05 13 Manhole Frames and Covers Western It Works. Bass & Hays Foundry 30024 24" Dia. 33 05 13 Manhole Frames and Covers McKinley hon Works Inc. A 24 AM 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Found R-1272 ASTM A49 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah F.—dry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sipmra Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" di.. 3305 13 Manhole Frames and Covers Neenah Cason 24" din. 10/31/06 3305 13 Manhole Frames and Covers IJin cd Powerseal Ifinged Ductile Iron Manhole ASTM A536 24" Dia, 7125103 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines Pamrex/rexus RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V 1483 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 3305. 13 30" Dia. MH Ring and Cover Star Pipe Products M1132FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 1 3305 13 30" Dia. MH Ring and Cover (Hinged & Lockable East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 1 3405 13 30" Dia. MH Ring and Cover (Lockable) Cl SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 1 3405 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged 32") ASTM A 48 30" Dia. 09/16/19 3305 13 30" Dia. MH Ringand Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w-/o Hin 30" Dia. 10/07/21 1 1405 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32" 30" Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Pont-A-Mcusson Pamti ht 24" Dia. 3305 13 Manhole Frames and Covers Neenah Cason 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Has Found 300-24P 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP Scram ore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) 3339 10 Manhole, Precast Concrete Hydro Conduit CorpSPL Item #49 ASTM C 478 41" 3339 10 Manhole. Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole. Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 3339 10 Manhole. Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 71" 05/08/18 3339 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 1027/06 33 39 10 Manhole, Precast Concrete Oldeastle 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 Pol er Concrete US Composite Pie Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole. Precast Concrete Forterra Pip. and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 IMaahole, Precast Concrete Forterra PiN and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole. Precast Reinforced Pol er Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 3920 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pie and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast Reinforced Polymer) Concrete P3 PI —, RockHard 48" & 60" I.D. Manhole w/32" Cone 04/29/07 Manhole, Precast Reinforced Pol er Concrete Amitech USA Moyer Polycren, Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 11 39 211 For use when Sod. MH cannot be Wastewater Access Chamber Quickstream Solutions. Inc. T 8 Maintenace Shaft (Poo it) installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious E1-14 Manhole Rehab Systems ad- 04/23/01 EI-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System strong Couniamy Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex LiningSystem MH repair Product to stopinfiltration ASTM D5913 OS/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyrater Repair Product Miac. Use ' From Original Standard Products List FORT WORTH.: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstem"onCementitious 05/20/96 EI-14 Manhole Rehab Systems Sprayrog. Spray Wall Polyurethanc Coating ASTM D639/D790 12/14/01 Coating for Corrosionprotection(Exterior) ERTECH Series 20230 and 2100 (As hatic Emulsion) Structures Onl 01/31/06 Coatings for Corrosion Protection Chesterton At, 791, SIHB, Sl, S2 Acid Resistance Test Sewer Applications 9/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 115 16. 33 39 10, 333920 Coatin for Corrosion rotection(Exterior) Sherwin Williams RR&C Dampproof g Nun-Fibered Spray Grade (Aspbatic Emulsion) For Exterior Coating of Concrete Structures only Water & Sewer - Manhole Inserts - Field Operations Use Onl Rev 2/3/16 3 ; 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. 33 05 13 Manhole Insert Noflow-Inaow Made to Order - Plastic ASTM D 1249 For 24" dia. 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. Lif Saver - Stainless Steel For 24" dia. 09/23/96 3305 13 Manhole Insert South —stem Packing & Seals, Inc. Tah.Lok - Stainless Steel For 24" dia Water & Sewer - Pine Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers. Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems. Inc, Stainless Steel Spacer, Model SSI 04/22/97 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Poweracal 4810 Powerchock Up t 48" 03/19/18 lCasing Spacers BWM SS-12 Casing Spacer(Stamless Steel) 03/1911.8 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non -pressure Pipe and Grouted Casing 0329/22 1 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure. Pipe, AW WA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AW WA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AW WA C150, C 151 4" thm 30" + 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AW WA C 150, C 151 + 13 11 10 Ductile Iron Pipe MCWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 E . Lung System Saucreiscn. Inc S—Gard 21ORS LA Court Q10-1.33 12/14/01 E xy Lining System Enoch Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pip, Coaling Induren Protect, 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatin s for Corrosion Protection Chesterton Are 791, 81FIB, Sl, S2 Acid Resistance. Test S—r Applications 8/28/2006 Coatin s for Corrosion Protection: Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 lAir Release Valve A.R.I. USA. Inc. D025LTP02(Com site Body) 2" Sewer - Pipes/Concrete EI-04 Cone. Pipe, Reinforced Wall Concrete Pipe e Co. Inc. ASTM C 76 E1.04 Conc. Pipe. Reinforced H o Conduit Co oration s Bem ClasI T&G. SPL It#77 ASTM C 76 E1-04 onePi'._Reinforced Hanson Concrete Products ASTM C 76 EI-04 lConc. Pipe, Reinforced Concrete Pipe & Pralucts Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM S tern PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previous] McConnell Systerns McLst Construction Polyethylene Houston, Texas Approved Previous] TRS Systeres I Treochless Replacement System Pol eth lenc Calgary, Canada Approved Previous) + From Original Standard Products List FORT WORTH.: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 3331 13 Cent Cast Fiber lass (FRP) Hoban Pip. USA, Inc. Hoban Pie on -Pressure) ASTM D3262/D3754 03/22/10 3331 13 Fiberglass Pi (FRP) Ameron Bon lstrand RPMP Pie ASTM D32621D3754 04/09/21 3331 13 Glass -Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pie loutite) ASTM D326203754 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fibmsueng FRP ASTM D3262, ASTM D3681, ASTM D4161, AW WA M45 Sewer - Pipe/Pol ' er Pipe 4/14/05 1 1 polymer Modified Concrete Pie AmiWeh USA Meyer Pol Crete Pipc ASTM C33, A276, F477 8" to 102", Class V 06/09/10 1 E1-4 lRoinforctai Polymer Concrete Pipe US Composite Pie Reinforced Polymer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) IT h-densi o] eth leue pipe Phillips Driwo i e, Inc. Opticore Ductile Polyethylene Pie ASTM D 1248 8" Higb-density Polyethylene Pip. Plexco.Inc. ASTM D 1248 8" High-densityHigh-donsity polyethylene pipe P.Ily Pipe, Inc. ASTM D 1248 8" Hi h-densi of y eth: lene pipe CSR Hydra Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 3341-12 (4/1/13) 12/02/11 1 33-11-12 DR-14 PVC Pteasmc Pipe Pipelife Jetstrwm PVC Pressure Pipe AW WA C900 4" thra 12" 1022/14 1 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Preen Pipe AW WA C900 4" thru 12" Sewer -Pipes/PVC* 33-31-20 (7/1/13) 33-31-20 PVC Sewer Pi J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PSI] 5) ASTM D 3034 4" - 15" 12/23/97- 33-31-20 PVC Sewer Pie Diamond Plastics Corporation SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 33-31-20 PVC Sc"' Pipc e Lamson V lon Pie SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Seger Pie Vin Itcch PVC Pie SDR-26 (PSI 15) ASTM D3034 4" thru 15" I2/05/23 33-31-20 PVC Sewer Pip Vin Iteeb PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 1-M Manufacturing Co, Inc. JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 19" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 PS 115. Gasket Fittings ASTM D-3034, D-1784, are 4" - 15" ° 33-31-20 IPVC Sewer Fittings Plastic Trends, Ina(Wcad ke) Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pie Pi elife Jet Stream SDR 26 PS 115) ASTM F679 18"-24" 3/19/2018 33 31 20 PVC Sewer Pipe Pi elife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 3331 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 3331 20 PVC Sewer Pie NAPCO eAlake SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pie Sanderson Pi a Cor . SDR 26 ASTM D3014 4"- IS" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO estlake SDR 26 PS 115 ASTM F-619 18"-36" Sewer - Pipes/Rehab/C1PP 33-31-12 (01/18/13) Cured in Place Pie Insitutorm Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pie National Enviroteeb GroupNational. Liner, SPL) Item M27 ASTM F-1216/D-5813 05/29/96 lCured it, Place Pipe Reynolds Inc/lnliner Twhnol y (Inliner USA) Inliner Tedmology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form Fold and Form Pie Cullum Pipe Systeras, Inc. 11/03/98 Fold and Form Pie Insituform Technologies, Inc. Insitulorm "NuPl e" ASTM F-1504 Fold and Form Pie American Pie & Plastics, Inc. Demo. Purpme Only 12/04/00 Fold and Form Pie Uhraliner Ultraliner PVC Alloy Pi eliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pie Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile Laree Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson V loo Pie Carton V lon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pip., Ribbed Extrusion Twhnolo g ies. Inc. Ultra -Rib Open Profile Sewer Pie ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe. Ribbed Uponor ETI Company 11/10/10 (E100-2) Pol ro lunc (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTitc HP Double Wall (Corrugated) ASTM F 2716 24"-30" 11/10/10 (E 100-2) Polypropylene (PP) Sewer Pipe. Triple Wall Advanced Drainage Systems (ADS) SaniTitc HP Triple Wall Pic ASTM F 2764 30" to 60" ' From Original Standard Products List FORT WORTH.: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/OL 3) 01/19/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Pow"-] 3450AS, Incl. Corp. Stop, Dbl Strap. Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe IOJ27/87 Curb Stops -Ball Meter Valves McDonald 6100M.6100MT & 61OMT 3/4" and 1" 10/27/87 Curb Stops -Ball Meter Valves McDonald 4603B, 4604B, 6100M, 610OTM and 6101M 1 %" and 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops -Ball Mau Valves Ford Meter Box Co., Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12=10 Curb Stops -Ball Meter Valves Ford Meter Be. Co., I.e. FB600-4-NL, FB1600-4-NL. III1-444-WR- NL. B22444-WR-NL, L29-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co.. Ltd. B-25000N, B-2020ON-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800. ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSVNSF 372 V 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1 "-2n Te s on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerscal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 3342-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 Up to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Slccve (Stainless Steel) Romac SST ID Stainless Steel AWWA C-223 Up to 30" w/12n Out 05/m/I1 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30.. Plastic Meter Box w/Com osite, Lid DPW Plastics Inc. DFW37C-I2-IEPAF FTW Plastic Meter Box w/Com osite Lid. DPW Plastics Inc. DFW39C-12-IEPAF FTW 08/30/06 Plastic Meter Box w/Com ite Lid DFW Plastics Inc. DFW65C-14-1 EPAF FTW Class "A" Concrete Meter Box Bass & Ha CMB37-B12 It 18 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) Water - Combination Air Release 33-31-70 (01/08/131 " EI-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM:A 126 Class B, ASTM A 1" & 2" E1-1 ] Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves. Model No. 1/2" 1 " & 2" E1-11 IC.mbinatio. Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", T' & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E-1-12 DryBarrel Fire Hydrant Ameriean-Darlin Valve D-wig Nos. 90-19608, 94-18560 AWWA C-502 03/31/98 E-1-12 Dry Barrel Fire Hydrant American During Valve Shop Drawing No. 94.18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawin No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/89 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT K-dy Valve Shop Drawing No. D-90783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop DrawingNo. 13476 AWWA C-502 10/14/87 E-1-12 I Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A423 Centurion AWWA C-502 01115/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Conrad- 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pi & F-dfL Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pa- WB67 AWWA C-502 08/12/16 33-12-10 Dry Barrel Fire Hydrant El East Jordan Iron Works) Wam,Water 5CD250 Water - Meters 02/05/93 E 101-5 Detector Check Meter Ames Com an Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Ma etic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class I 3/4" - 6" • From Original Standard Products List FORT WORTH.: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. I Classsification I Manufacturer I Model No. I National Spec I Size Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11.12 PVC Pressure Pie Vmyjtb PVC Pip. DR14 AWWA C900. AWWA C605, ASTM DI784 4"-16" 12/05/23 33-11-12 PVC Pressure Pie Vytth PVC Pip, DR19 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pie Pi .life Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pie Pi.11fe Jet Stream DRI8 AWWA C900 16"14" 5/2512018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2019 33 11 12 PVC Pressure Pip. Diamond Plastics Corporation DR 18 AWWA C900 16"14" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc dlbla JM Eagle DR 14 AWWA C900-16 UL 1285 ANSUNSF 61 FM 1612 4" 28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 19 AWW 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4"-8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Wesdake) DR18 AWWA C900 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"-12" 9/6/2019 33 11 12 1 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - PipesNalves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/2392 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AW WA C153 & C1I0 EI-07 Ductdc Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 EI.07 Ductile Iron Fittings McWane/T ler Pipe/ Union Utilities Division Mechanical Joint Fittings. SSB Class 350 AWWA C 153. C 110, C I I I 08/t 1/98 E1-07 Ductile iron Fittin s Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 EI-07 MJ Fittings Accuenat Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Plane Um -Flange Series 1400 AWWACIII/C153 4" to 36" 05/14/99 EI-24 JPVC Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1500 Circle -Lock AWWA Cl I I/C153 4" to 24" I1/09/04 El-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AW WA Cl I1/CI16/C]53 4" to 12" 02/29/12 33-11-I 1 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron. Inc. Megalug Series 1100 (for DJ Pipe) AWWA Cl I 1/CI16/C153 4" to 42" 02/29/12 33-I1-I I PVC Pipe Mechau ical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (far PVC Pipe) AWWA Cl I1/CI 16/C153 4" to 24" 09/05/04 El-07 Mechanical Joint Retainer Glands PVC Sigma, Co. Sigma One-Lok SLC4 - SLC10 AWWA C1I VC153 4" to 10" 03/06/19 33-11-I1 Mechanical Joint Retainer Glands(PVC) Si ma, Co. Sigma One-Lok SLCS4 - SLCS12 AW WA CI l l/C153 4" to 12" 08/05/04 E1-07 Mechanic -al Joint Retainer Glands(PVC) Si gro a, Co. Sigma One-Lok SLOE AWWA Cl II/C153 12"to 24" 08/10/98 E1-07 MJ Fittings(DIP) Si ma, Co. Sigma One-Lok SLDE AWWA C153 4"-24" 10/12/10 EI-24 Interim Restrained Joint System S & B Techncial Products Bulldog System (Dimond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 El-07 Mechanical Joint Fittings SIP Industries Scram ore Mecbamwl Joint Fittings AWWA C153 V to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Seri. 4000 ASTM A536 AW WA CI11 11/07/16 33-I1-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AW WA C] 11 03/19/19 33-I 1-I 1 Mechanical Joint Retainer Glands SIP Industries Seca ore EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AW WA C] I l 3"-1" 03/19/18 33-I1-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AW WA CI I I 4"-12" 03/19/19 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Scrampore) EZ Grip Joint Restraint (EZD) Red for C900 DRI8 PVC Pipe ASTM A536 AWWA Cl I l Water - PiuesNalves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w;no Gears American Flow Control Series 2500 Drawing U 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36' 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 SD 94-20255 AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient fed . Gate Valve American Flow Control Series 2500 Ductile Iron AW WA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Sead.d GV AWWA C509 4" to 12" 01/24/02 E1-26 IRmilient Wedge Gate Valve American AVK Company 20"and smaller E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" EI-26 Resilient Seated Gate Valve MReB 4" - 12" E1-26 Resilient Seated Gate Valve Mueller Co. 4"-12' l 1/09/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 SD 6647) .AWWA C515 16" 01/23iO3 Resilient Wedge Gate Valve Mueller Co. Series A2360 fm 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36' 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/89 El-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16' 11/09/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2639 AWWA C515 24" to 48" (Note 3) 05,08/91 EI-26 Resilient Seated Gate Valve Stuckham Valves&Fittings AWWA C 509, ANSI 420-stern, 4"-12" EI-26 Resilient Seated Gate Valve U.S. Pip. and Foundry Co. Me -seal 250, re uncosci is SPL 1174 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EI East Jordan Iron Works F,J FlowMaster Gale Vahe &Boxes 08/24/18 Mateo Gate Valve Matco-Norca 225 MR AWWA/ANSI Cl IS/An21.15 4" to 16" ' From Original Standard Products List FORT WORTH.: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Approval Spec No. Classsification I Manufacturer Model No. National Spec Size Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 E1-30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" EI-30 Rubber Seated Butterfly Valve Mueller Co. AW WA C-504 24"and smaller 1/I1199 EI-30 Rubber Seated Bmtmfly Valve D—nk Valves Co. AW WA C-504 24" and larger 06/12/03 EI-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AW WA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Sty]. 4500 & 1450 A W WA C-51 24" to 41" 03/19/18 33 1221 Rubber Seated ButterflyValve G. A. Industries Golden Anderson) AW WA C504 Butterfl Valve AW WA G504 30"-54" Water - Polvethvlene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 1P.1yethylene Encasment Ffexsol Packaging Fulton Enterprises AW WA CI05 8 and LLD 05/12/05 EI-13 Pol. eth lene Encasment Mountain States Plastics MSP and AEP Ind. Standard Hardware AW WA C105 8 and LLD 05J12105 E1-13 Polyethylene Eucasment AEP Industries Bullstron b Cowtow'n Bolt &Gasket AW WA CIOS 8 it LLD 09/06/19 33-11-11 1 Polyethylene Encasment Norihtown Products Inc. PE Encasement for DIP AW WA C105 8 mif LLD Water - SamDlinE Station 03/07/23 1 33 1250 1 Water Sampling Station Eclipse lNumber 88. 12-inch Depth ol'Bury As shown inspec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydrguard HG6-A-IN-2-BRN-LPRR(Pmmblc) HG2-A-IN-2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupfle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse 99700 (Portable) The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Departmeut's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Yellow Midifight indicates recent changes • From Original Standard Products List CFW Lighting Approved Products List CFW Product Name Manufacturer Manufacturer Product Name & Description Residential -Standard MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT2470AB-Type 11, 36" or 60" Rise 2/13olt 8' Arm, Type 11 Pole Makers Sales and Marketing, LLC Black DB01373(page 1 of 6)-Shoe Base Pole Type 11, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black Type 33B Arm Valmont Industries, Inc DB01373(page 4 of 6)-Single Arm Type 33B, Galvanized American Electric Lighting, ATB0-P101-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P-NL-P7-AO-RFD325607 American Electric Lighting, ATBO-P101-Mvolt-R4-3K- Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD325606 Residential Luminaire American Electric Lighting, ATB0-P101-Mvolt-R2-3K-BK Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD325609 American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC lWood Pole Arm, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc I DB01373(page 6 of 6)-Wood Pole Arm, Galvanized Arterial -Standard MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT33.585AB-Type 18, 36" or 60" Rise 2/13olt 8' Arm, Type 18 Pole Makers Sales and Marketing, LLC Black DB01373(page 2 of 6)-Shoe Base Pole Type 18, Valmont Industries, Inc Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black Type 33A Arm Valmont Industries, Inc D1301373(page 3 of 6)-Single Arm Type 33A, Galvanized American Electric Lighting, ATBO-P303-Mvolt-R2-3K- Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD322792 American Electric Lighting, ATBO-P303-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322794 Arterial Luminaire American Electric Lighting, ATBO-P303-Mvolt-R2-3K-BK Acuity Brands Lighting, Inc. M P-N L-P7-AO-RFD322793 Acuity Brands Lighting, Inc. American Electric Lighting, ATB0-P303-Mvolt-R4-3K-BK M P-N L-P7-AO-RFD322795 McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE Timber Pole Bayou Forest Products 30-35' .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized Wood Pole Arm Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373 page 5 of 6 -Wood Pole Arm, Galvanized Decorative -Pedestrian Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB-31-4RFD110736 Washington 10' Pole Acuity Brands Lighting, Inc. Holophane, CLA14FT J20DMODC03BK RFD325026, AB - Washington 14' Pole Acuity Brands Lighting, Inc. 16-4 SPEC RFD325026 Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 Washington Luminaire Acuity Brands Lighting, Inc. FRGL RFD338699 Washington Globe Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 Luminaire Acuity Brands Lighting, Inc. AO RFD-315548 Oleander Type A Pole Acuity Brands Lighting, Inc. Holophane, PDA 12S5L20POBBK-MOD Oleander Type B Pole Acuity Brands Lighting, Inc. Holophane, PDA20S5L20P08BK-MOD Oleander Type B Arm Acuity Brands Lighting, Inc. Holophane, OHC 151N 2A TN BK Holophane, AUCL2 P40 30K AS BK L3 N P7 AO Oleander Luminaire Acuity Brands Lighting, Inc. RFD338741 Berry 12' Pole Acuity Brands Lighting, Inc. Holophane, RSA 12 50 G12 SC BK AB-26-4 RFD326400 Berry 20' Pole Acuity Brands Lighting, Inc. Holophane, PD20S5J20P11BK RFD338816 Berry Arm Acuity Brands Lighting, Inc. Holophane, VLC 271N 1A TN QSM BK Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 Berry Luminaire Acuity Brands Lighting, Inc. AO SH Banner Arms Acuity Brands Lighting, Inc. Holophane, BA-241N-2A-00-S4J-BL-075P-BK System Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 Cantex Inc. specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10' Lengths and 20' lengths Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC-2 and Heritage Plastics NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather Conduit Resistant PVC Rigid Schedule 80 Conduit, Conforms to UL 651 Atkore-Heritage Plastics and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Prime Conduit, Inc Heavy Wall EPC-80, Sunlight resistant, Rated for use with 90°C conductors, Meets UL651 Splice Kit With Connector NSi Industries, LLC Gel Stub Splice Kit with Connector, Easy -Splice, ESSLK Series Southwire Type XHHW-2 copper conductor, 600V TYPE XHHW-2 / RW90, copper conductor, Superslick Encore Wire Elite, 600V/1000V Encore Wire THHN / MTW / THWN-2 Copper conductor, 600V Copper Wire/Conductor Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT Service Wire Co Rated XHHW-2 Low Smoke Halogen Free, Cross -linked Advanced Digital Cable Inc Polyethylene Insulated 14 AWG-750 MCM, 600 Volts, 90°C Dry and wet Aluminum Wire -Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor General Purpose, Midget Class MEN Fuses, Voltage Edison Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Modular Ferrule Fuse Blocks for Midget Class and CC Edison Fuses Fuse & Fuse Holder In -line fuse holders for Single -Pole 13/32" x 1 1/2" Cooper Fuses HEB-AA Bussmann Series, HEB breakaway and non -breakaway EATON in -line fuse holders for UL 13/32" x 1- 1/2"supplemental fuses Bussmann Series, FNM 13/32- x 1-1/2- 250Vac time - delay supplemental fuses Wire Joints for Copper Conductor, Cat No: 54615, Connector Thomas &Betts 54620, 54625-TB, 54635, 54640, 54630 Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U) Metered Pedestal 120-240V WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U) Metered Pedestal 240- Electrol Systems, Inc TY A (240/480) 100(NS)AL(E)PS(U) 480V WE Manufacturing & Controls TY A 240/480 100(NS)AL(E)PS(U) Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, MacLean Highline 500lbs Polymer Concrete, H-SERIES UNIT, H1730-24 TIER-22 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING Ground Box NUT Polymer Concrete, H-SERIES UNIT, H1324-24 TIER-15 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT Split Bolt Connectors, Copper Split Bolts 2 Wire, N Kearneys NSi Industries, LLC Series Dark To Light, DLL Elite, Electronic Locking, Type Photocell Acuity Brands Lighting, Inc. Photocontrol, DLL-127 or DLL-480 Shorting Caps Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U Interim Products Residential Luminaire ITRASTAR INC. DURA-STR10A-3K-120-3-GR-SCL Arterial Luminaire ITRASTAR INC. DURA-STR25-3K-120-3-GR-SCL FORT WORTH. City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: McCarthy Building Companies, Inc. Subject of the Agreement: Authorize Execution of a Contract with McCarthy Building Companies, Inc. in the Amount of $22,288,804.77 for the Bonds Ranch Road Widening Improvements Project from Wagley Robertson Road to Hawks Landing Road M&C Approved by the Council? * Yes 8 No ❑ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No 8 If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes 8 No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No 8 If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: 06/05/2026 If different from the approval date. Expiration Date: If applicable. Is a 1295 Form required? * Yes 8 No ❑ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. 103278 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes 8 No ❑ Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department. FORT WORTH. Routing and Transmittal Slip Transportation & Public Works Department DOCUMENT TITLE: 103278_Bonds Ranch Road from Wagley Robertson to Hawks Landing M&C: 26-0504 CPN: 103278 CSO: DOC#: Date: 08/06/2026 To: Name Department Initials Date Out 1. Sophia Flores TPW - Review S44 08/07/2026 2. Alejandra Ayala TPW-Approver AAR 08/07/2026 3. Donnette Murphy Risk -Approver Z&& DM 08/07/2026 4. Patricia Wadsack TPW-Approver ALW 08/12/2026 5. Lauren Prieur TPW — Signer awe, 08/18/2026 6. Lorita Lyles Legal - Approver LL LL 08/18/2026 7. Douglas Black Legal -Signer � Dou las Black 08/19/2026 8. Jesica McEachern ACM -Signer CA 08/27/2026 9. Katherine Cenicola CSCO-Approver c cc 08/31 /2026 10. Jamiette Goodall CSCO-Signer aiiiiele�oodal 08/31/2026 11. Allison Tidwell CSCO-Form Filler- 09/01 /2026 12. TPW Contracts TPW DOCUMENTS FOR CITY MANAGER'S SIGNATURE: All documents received from any and all City Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review and take the next steps. NEEDS TO BE NOTARIZED: ❑YES ®No RUSH: ❑YES ®No SAME DAY: ❑YES ❑No NEXT DAY: ❑YES ❑No ROUTING TO CSO: ®YES ❑No Action Required: ❑ As Requested ❑ For Your Information ® Signature/Routing and or Recording ❑ Comment ❑ File ❑ Attach Signature, Initial and Notary Tabs Return to: Please notify TPWContractgfortworthtexas.ov. Thank you!