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Home My WebLink AboutContract 61955CONTRACT FOR THE CONSTRUCTION OF WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION PHASE 2 City Project No. 103414-2 Mattie Parker David Cooke Mayor City Manager Chris Harder, P.E. Water Department Prepared for The City of Fort Worth April 2024 Dunaway Associates, LLC TBPE Firm No. 1114 550 Bailey Ave, STE 400 Fort Worth, TX 76107 (817) 335-1121 Dunaway Project No. 7295.001 �� Cit of FortWorth Y Standard Construction Specification Documents Adopted September 2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions Page 1 of 6 Last Revised 00 OS 10 Ma or and Council Communication 07/O1/2011 00 OS 15 Addenda 07/O1/2011 00 11 13 Invitation to Bidders 02/08/2024 00 21 13 Instructions to Bidders O1/17/2024 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Pro osal Form Unit Price O1/20/2012 00 43 13 Bid Bond 09/ll/2017 00 43 37 Vendor Com liance to State Law Nonresident Bidder 06/27/2011 00 45 ll Bidders Pre ualifications 08/13/2011 00 45 12 Pre ualification Statement 09/30/2021 00 45 13 Pre ualification A lication 08/13/2021 00 45 26 Contractor Com liance with Workers' Com ensation Law 07/O1/2011 00 45 40 Business E ui Goal 10/27/2021 00 52 43 A reement 3/08/2024 00 61 13 Performance Bond 12/08/2023 00 61 14 Pa ment Bond 12/08/2023 00 61 19 Maintenance Bond 12/08/2023 00 61 25 Certificate of Insurance 07/O1/2011 00 72 00 General Conditions 03/08/2024 00 73 00 Su lementa Conditions 03/08/2024 Division O1- General Re uirements Last Revised O1 11 00 Summa of Work 12/20/2012 O1 25 00 Substitution Procedures 07/O1/2011 O1 31 19 Preconstruction Meetin 08/17/2012 O1 31 20 Pro'ect Meetin s 07/O1/2011 O1 32 16 Construction Schedule 10/06/2023 O1 32 33 Preconstruction Video 07/O1/2011 O1 33 00 Submittals 12/20/2012 O1 35 13 S ecial Pro'ect Procedures 03/ll/2022 O1 45 23 Testin and Ins ection Services 03/09/2020 O1 50 00 Tem orar Facilities and Controls 07/O1/2011 O1 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 O1 57 13 Storm Water Pollution Prevention Plan 07/O1/2011 O1 58 13 Tem ora Pro'ect Si na e 07/O1/2011 O1 60 00 Product Re uirements 03/09/2020 O1 66 00 Product Stora e and Handlin Re uirements 07/O1/2011 O1 70 00 Mobilization and Remobilization ll/22/2016 O1 71 23 Construction Stakin and Surve 02/14/2018 O1 74 23 Cleanin 07/O1/2011 O1 77 19 Closeout Re uirements 03/22/2021 O1 78 23 O eration and Maintenance Data 12/20/2012 O1 78 39 Pro'ect Record Documents 07/O1/2011 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Division 02 - Existin Conditions 02 41 13 Selective Site Demolition 02 41 14 02 41 15 D��,:�,. �om��,�' Division 03 - Concrete Page 2 of 6 Last Revised 03/ll/2022 , -, �-,� m in�� 03 30 00 r�„�* r� ni,,,.o �,.�,...o�o n�iio '�,-�i 03 34 13 Controlled Low Stren th Material CLSM 12/20/2012 03 34 16 ''"''� 03 80 00 ''"''� Division 26 - Electrical Division 31- Earthwork 31 �� n�i��rn� v�ri,z vi.z 31 23 16 T7�,.I.,��:F;o,l L'�,,....,.,�:,.� ni i�Q�ni� �,Z� �T� 31 23 23 � � "''� 31 24 00 ��s � "�� 31 25 00 Erosion and Sediment Control 04/29/2021 31 36 00 �e+�s n,z�4�� 31 37 00 Ri ra 12/20/2012 Division 32 - Exterior Im rovements 32 O1 17 n,z�4�� 32 O1 18 n,z�4�� 32 O 1 29 ''"''� 32 11 23 �,,,.,:,��o �,.�,. r�,,..,.,.,. ,��,z 32 11 29 T; „ rr,.,.,,�,.,7 u,.,,,, i+�,,..,,,.,, i�i�n�ni� n.n,� �-z 32 11 33 r�o.�.o�� rr..o,.�oa �.,�o �,.,,..�o� n�i�� 32 11 37 �4'''� 32 12 16 ''"''� 32 12 73 "'''� 32 13 13 n� ii n/�rn� �,�Z��z 32 13 2� i�inn/�rn� , n.,�T-z.��z 32 13 73 "'''� 32 14 16 ''"''� 32 16 13 i �inni�rn� n.,��.��z 32 1% 23 n�iin/�rn� �,�Z��z 32 1% ZS i i inn/�ni� TITVTTi�T� 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 n,z�4�� 32 32 13 �,�� 32 91 19 n� ii i/�rn� Q�n��z 32 92 13 ��"� CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 6 32 92 14 Non-Native Seedin OS/13/2021 32 92 15 Native Grass and Wildflower Seedin 10/06/2023 32 93 43 rr..00� .,�a �ti.,,,ti� i��n��ni� �. ��.�� Division 33 - Utilities 33 O1 30 Sewer and Manhole Testin 09/07/2018 33 O1 31 Closed Circuit Television (CCTV) Ins ection — Sanita Sewer 03/l 1/2022 33 O1 32 �,�� 33 03 10 ''"''�o��zo� 3 3 04 10 ' '"''� 33 �4 11 r+,.,...,.,.;�., i+�,.�..,.1 rr,,,,� a�,.�;�..,, i�i�n�ni� n.n,� �� 33 04 12 »,�n��m� � �z�� 33 04 30 nvno �� 33 04 40 min�� 33 04 50 Cleanin of Pi es 03/11/2022 33 OS 10 Utili Trench Excavation, Embedment, and Backfill 04/02/2021 33 OS 12 n,z�4�� 33 OS 13 Frame, Cover and Grade Rin s 09/09/2022 33 �S 14 ' ' ' n� ii i/�rn� � Q�,-��.��z 330516 �,.�,...o�o�x�.,�o..��,.,,�� ,-,�-,�� 33 �S 1% n^�^»o�o n,.11..«� n� ii i/�rn� Q�n��z 33 OS 20 Au er Borin 12/20/2012 33 OS 21 Tunnel Liner Plate 12/20/2012 33 OS 22 Steel Casin Pi e 12/20/2012 33 OS 23 Hand Tunnelin 12/20/2012 33 OS 24 Installation of Carrier Pi e in Casin or Tunnel Liner Plate 12/09/2022 33 OS 26 Utili Markers/Locators 12/20/2012 33 OS 30 Location of Existin Utilities 12/20/2012 33 11 �S �,.I�� AT„�� .,�,J n.,�l�o�� i��n�ni� � � r�.nm �zz 33 11 1 � i� inn /�rn� n.,��.��z 33 11 11 �O'''� 3 3 11 12 no in�n� 3 3 11 13 n,z�4�� , , 3 3 11 14 n,z�4�� 33 12 10 �x�.,��.. co...,:,.o� i ,.ti �,. � ,.�, mi��ni�n.,'-'r 33 12 11 "'''�� 33 12 20 D,,,,;,:,,r� r,,,.�„a r,.�„ ��,.,.,,, a� 33 12 21 �,'z�� 33 IZ ZS min�/�ni� �.ro�,�.�T� 33 12 30 ''"''� 33 12 40 n� in�n� 33 12 50 ''"''� 33 IZ 6� n�iini�ni� �,�Z�T� 3 3 31 12 n,z�4�� 33 31 13 Fiber lass Reinforced Pi e for Gravi Sanita Sewers 12/20/2012 33 31 15 �^'''� 33 31 20 Pol vin 1 Chloride PVC Gravi Sanita Sewer Pi e 09/09/2022 3 3 31 21 ' '"''� CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 Appendix Select Technical Specifications Included for Quick Reference: 33 31 20, 33 31 13, 33 O1 30, 33 O1 31, 33 39 60, 33 OS 10. GC-4.01 Availability of Lands GC-4A2 Subsurface and Physical Conditions Geotechnical Report GC-4.04 Underground Facilities SUE Data & Pipeline LONOs CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 GG6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities Tarrant County Utility Permit GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 8/15/24, 2:56 PM M&C - Council Agenda Cify of Fori Worth, Texas Mayor and Council Communication DATE: Tuesday, August 13, 2024 LOG NAME: 60WCREEKSSEP2-JACKSON REFERENCE NO.: **M&C 24-0682 SUBJECT: (CD 3) Authorize Execution of a Contract with Jackson Construction LTD, in the Amount of $2,792,412.00,. for Phase 2 of the Walnut Creek Sanitary Sewer Extension and Adopt Appropriation Ordinance to Effect a Portion of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement Program RECOMMENDATION: It is recommended that the City Council: 1. Authorize execution of a contract with Jackson Construction LTD, in the amount of $2,792,412.00, for Phase 2 of the Walnut Creek Sanitary Sewer Extension project; and 2. Adopt the attached appropriatio� ordinance adjusting estimated receipts and appropriations in the Water & Sewer Revenue Bonds Series 2021 by increasing estimated receipts and appropriations in the Walnut Creek Sanitary Sewer Extension Project (City Project No. 103414) in the amount of $3,196,450.00 and decreasing estimated receipts and appropriations in the Unspecified All-Funds project (City Project No. UNSPEC) by the same amount to effect a portion of Water's Contribution to the Fiscal Years 2024-2028 Capital Improvement Program. DISCUSSION: The Mayor and Council Communication (M&C) is to authorize a construction contract with Jackson Construction LTD, and appropriate funding for Phase 2 of the Walnut Creek Sanitary Sewer Extension project, from 4,400 feet west of the Chapin School Road/Aledo Road intersection westerly 2,800 feet then northwesterly 2,700 feet. The project was advertised for bid on May 9th and May 16th, 2024 in the Fort Worth Star-Telegram. On June 6th, 2024 the foliowing bids were received: In addition to the contract cost, $264,417.00 is required for project management and inspection and $139,621.00 is provided for project contingency. This project will have no impact to the Water Department's operating budget when compiete. This is the practice of the Water Department to appropriate its CIP plan throughout the Fiscal Year (FY), instead of within the an�ual budget ordinance, as projects commence, additional funding needs are identified, and to comply with bond covenants. The actions in the M&C will ame�d the City of Fort Worth's Fiscal Year 2024-2028 Capital Improvement Program as follows: 60WCREEKSSEP2-JACKSON Ca ital pro'ect FY2024 CIP Bud et Chan e Revised N me Name Appropriations Authority ��ncre selDecr ase) gud et 9 56019- W&S 103414 — Rev Walnut $0.00 This M&C $3,196,450.00 $3,196,450.00 Bonds Creek Series Extension 2021 Funding is currently availabie in the Unspecified Ail-Funds project within the W&S Rev Bonds Series 2021 Fund for the purpose of funding the Walnut Creek Sa�itary Sewer Extension project. Funding for the Walnut Creek Sanitary Sewer Extension project is depicted below: FUND Existing Appropriations Rev Is Series $2,154,511.0 -Fund 0 Rev $11,169,635.0 Is Series Additional I) project Total' .... _.... _:.. �: .... ,. $2,154,511 11,169,63 apps.cfwnet.org/ecouncil/printmc.asp?id=32388&print=true&DocType=Print 1/2 8/15/24, 2:56 PM 2023-Fund 56021 �� W&S Rev Bonds Series $0.00 $3,196,450.00 $3,196,450.00 2021-Fund 56019 Project Total $13,324,146.00 $3,196,450.00 $16,520,596.00 'Numbers rounded for presentation purposes. M&C - Council Agenda Business Equity placed a 25 percent business equity goal on this project. Jackson Construction, LTD, is committing to 14.54 percent MWBE participation. A Good Faith Effort (GFE) with supporting documentation was submitted, which is in accordance with the Citys Ordinance. This project is located in Council District 3. FISCAL INFORMATION / CERTIFICATION: The Director of Finance certifies that funds are currently available in the Unspecified All-Funds project within the W&S Rev Bonds Series 2021 Fund and upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in the W&S Rev Bonds Series 2021 Fund for the Walnut Creek SS Extension project to support the execution of the construction contract. Prior to an expenditure being incurred, the Water Department has the responsibility of verifying the availabiliry of funds. FUND IDENTIFIERS (FIDs): TO Fund Department cc ID FROM Fund Department Acc ID Project Program ctivity Budget ID Year Project Program ctivity Budget ID Year CERTIFICATIONS: Submitted for City Manager's Office by_ Originating Department Head: Additional Information Contact: Fernando Costa (6122) Chris Harder (5020) Preeti KC (5467) eld Reference # Chartfield 2 ATTACHMENTS 1. 60WCREEKSSEP2-JACKSON Compliance Memo.pdf (CFw Incernal) 2. 60WCREEKSSEP2-JACKSON FID TABLE (WCF 06.10.24).xlsx (CFW Intemal) 3. 60WCREEKSSEP2-JACKSON Form 1295.pdf (CFW Intemal) 4. 60WCREEKSSEP2-JACKSON MAP.pdf (PuBlic) 5. 60WCREEKSSEP2-JACKSON.docx (CFW Intemal) 6. ORD APP 60WCREEKSSEP2-JACKSOhI 56019 A024(r2)_(1).docx (Public) 7. PBS CPN 103414.pdf (CFW Internal) 8. SAM.gov.pdf (CFW Internal) apps.cfwnet.org/ecouncil/printmc.asp?id=32388&print=true&DocType=Print 2/2 W ra � a H a w z 0 � x U Q h N a F� � � x w w a v 3 0 b 000510-1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of 1 SECTION 00 05 10 MAYOR AND COUNCIL COMMUNICATION (M&C) END OF SECTION CITY OF FORT WORTH WALNU7' CREEK 5S INTERCEP'l'C3R EX'1'ENSiON —1'HASE � STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CiTY PROJPCi NO: t 11�414-? Revised July 1, 20ll �"� �� r � H� �� ADDENDUM TO INVITATION TO BID N0. 24-0212 WALNUT CREEK SANITARY SEWER INTERC�pTOR EXTENSION PHASE 2 ADDENDUM NO. 1 INVITATION TO BID (ITB): 24-0212 BID OPENING DATE: June 06, 2024 DATE ISSUED: May 23, 2024 ITB No. 24-0212, issued May 09, 2024, is hereby amended as follows: 1. Pre-bid Meeting Date rescheduled to May 29'h, 2024 All other ter s n, conditions remain unchanged. Ullt �� ` G! TONY SHOLOLA, P.E. ASSISTANT DIRECTOR, WATER DEPARTMENT ■��rr��r��rr��Mwrr��r��r�r�r��rr�� By the signature affixed below, Addendum No. 1 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: iackson Construction, Ltd, SIGNATURE: �G2Gl��I NOTE; Company name and signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. F'a R�r �J'a RT H � � ADDENDUM TO INVITATION TO BID N0. 24-0212 WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION PHASE 2 WATER DEPARTMENT ADDENDUM NO. 2 DATE ISSUED: June 04, 2024 INVITATION TO BID (ITB): 24-0212 BID OPENING DATE: June 06, 2024 ITB No. 24-0212, issued May 09, 2024, is hereby amended as follows: 1. Below are responses to questions for clarifications that may require additional information and lor are not addressed directly within the plans and bid proposal: 1.1 Between station 79+35 — 79+85 and 92+70 — 93+10, you reference backfill per 33 05 10- D201 B D003. There is not a detail in the plans. D003 is for cement stabilized sand (CSS). If required, we would need a bid item for 24" PVC or Fiberglass Pipe, CSS Backfill. These locations should refer to detail D004 (CLSM) not D003 Detail D004 is included in the plans and bid proposal quantities are correct. 1.2 You are missing a bid item for 10 LF of 18" Sewer Pipe and Plug (Stubout at MH 119+10) Bid Proposal Form has been updated with additional 18" Sewer Pipe and Plug. 1.3 There are two pay items for Tree Protection by LF and by EA, Tree Protection, EA shail include fencing and trunk protection as shown in plans for seven (7) individual trees. Tree Protection Fencing, LF is for tree protection fencing separate from the individual trees to be protected. The location of fencing and individual trees to be protected are shown in plans. 1.4 There is not a bid item for "Permanent Asphalt Repair, Commercial." It is not anticipated that the contractor will cause damage to existing roadways. Any damage to existing asphalt roadways shall be repaired at the expense of the contractor. 1.5 There is not a bid item for Manhole Vacuum Testing, EA Bid Proposal Form has been replaced in its entirety per item 2 this Addendum. ITB 24-0212 WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION PHASE 2 Addendum No. 2, Page 1 of 2 2. TECHNICAL SPECIFICATIONS: 2,1 Section 00 42 43 PROPOSAL FORM Proposal Form to be REPI..ACED in its entirety with the attached revised Proposal Form. Changes to original include: i. RENUMBERED bid items list due to added items shown below. 1. ADDED Pay Item 6"18" PVC ASTM F679 Sewer Pipe and 18" MJ Plug, LF —10 LF" 2. ADDED Pay Item 10 "Manhole Vacuum Testi�ng, EA — 10 EA" All other_�erms and co di lons remain unchanged, �� I fl�. �� Vj a �, � TONY SHOLOLA, P.E. ASSIS7ANT DIRECTOR, WATER DEPARTMEN7 ■�t��r�� By the signature affixed below, Addendum No. 2 is hereby incorporated into and made part of the above referenced Invitation to Bid. COMPANY NAME: Jackson Construction Ltd. SIGNATURE: �=�� NOTE: Company name and signature must be the same as on the original bid documents. Failure to return this form with your sealed bid may constitute grounds for rejection of your offer. ITB 24-0212 WALNUT CREEK SANITARY SEWER INTERCEPTOR EXTENSION PHASE 2 Addendum No. 2, Page 2 of 2 00 11 13 INVITATION TO BIDDERS Page 1 of 3 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF BIDS Electronic bids for the construction of Walnut Creek Sanitary Sewer Interceptor Extension Phase 2, CPN 103414-2, will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities, under the respective Project unti12:00 P.M. CST, Thursday, June 06, 2024. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. In lieu of delivering completed Business Equity (M/WBE) forms for the project to the Purchasing Of�ce, bidders shall e-mail the completed Business Equity forms to the City Project Manager no later than 2:00 PM on the second City Business Day after the bid opening date, exclusive ofthe bid opening date. 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 bidders or proposers assume the risk of late transmission/ submission. The City shall not be held liable if an interested bidder or proposer is unable to submit a complete bid/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://fortworthtexas.bonfirehub. com/portal/?tab=openO�portunities Failure to submit all completed required information listed in the respective Solicitation will be grounds for rejection of a bid as non-responsive. No late bids/proposals shall be accepted. Bids 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 bidder provides clear and convincing evidence (a) of the content of the submission as originally submitted and (b) that the unreadable condition of the Electronic Bid was caused solely by error or malfunction of the Bonfire Platform (Procurement Portal). Failure to scan a clear or readable copy of a bid into the system does not constitute and shall not be considered an error or malfunction of the Bonfire Platform (Procurement Portal). Bidders are encouraged to fully review each page of every document within CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 2 of 3 their submission prior to submitting to ensure all documents are clear, legible, and complete. 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 (gobonflre.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: • 210 LF 27" ASTM F679 PVC or SN79 Fiberglass Reinforced Sanitary Sewer Pipe • 5,300 LF 24" ASTM F679 PVC or SN79 Fiberglass Reinforced Sanitary Sewer Pipe • 10 EA 5' DIA Precast Concrete with Warren or Chesterton Coating • 218 LF 42" 0.625-in Steel Casing or 48" 0.1365-in Tunnel Liner Plate PREQUALIFICATION Certain improvements included in this project must be performed by a contractor or designated subcontractor who is pre-qualified by the City at the time of bid opening. The procedures for qualification and pre-qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS TO BIDDERS. DOCUMENT EXAMINATION AND PROCUREMENTS The Bidding and Contract Documents may be examined or obtained via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openO�ortunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. EXPRESSION OF INTEREST To ensure potential bidders are kept up to date of any new information pertinent to this project, all interested parties should indicate their intent to bid in the Procurement Portal by selecting "yes" under the Intent to Bid section. All Addenda will be posted in the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openO�ortunities, under the respective Proj ect. PREBID CONFERENCE — In person A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date, and time: DATE: Monday May 27`a TIME: 10:00 a.m. LOCATION: 311 W. l Ote Street, Fort Worth, TX 76102 If a prebid conference is held, the presentation and any questions and answers provided at the prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not being held, prospective bidders should direct all questions about the meaning and intent of the Bidding 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 Bidders. CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised 2/08/24 00 11 13 INVITATION TO BIDDERS Page 3 of 3 CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. ADVERTISEMENT DATES May 9t�', 2024 May 16te, 2024 END OF SECTION CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised 2/08/24 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 SECTION 00 21 13 INSTRUCTIONS TO BIDDERS 1. Defined Terms 1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section 00 72 00 - GENERAL CONDITIONS. 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents. 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or corporation acting directly through a duly authorized representative, submitting a bid for performing the work contemplated under the Contract Documents whose principal place of business is not in the State of Texas. 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City (on the basis of City's evaluation as hereinafter provided) makes an award. 2. Copies of Bidding Documents 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations resulting from the Bidders use of incomplete sets of Bidding Documents. 2.2. City and Engineer in making electronic Bidding Documents available do so only for the purpose of obtaining Bids for the Work and do not authorize or confer a license or grant for any other use. 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 3.1. Bidders or their designated subcontractors are required to be prequalified for the work types requiring prequalification as per Sections 00 45 11 BIDDERS PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms seeking pre-qualification, must submit the documentation identified in Section 00 45 11 on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7) calendar days prior to Bid opening for review and, if qualified, acceptance. The subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate work types. Subcontractors must follow the same timelines as Bidders for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. Prequalification requirement work types and documentation are available by accessing all https://apps.fortworthtexas.gov/ProjectResources/ 00 21 13 INSTRUCTIONS TO BIDDERS Page 2 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 3.1.1. Paving Requirements document located at: https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving %20Contractor%20Prequalification%20Program/PREQUALIFICATION%20REQ UIREMENTS%20FOR%20PAVING%20CONTRACTORS.pdf 3.1.2. Roadway and Pedestrian Lighting Requirements document located at: https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Roadwa y%20and%20Pedestrian%20Lighting%20Prequalification%20Program/STREET% 20LIGHT%20PREQUAL%20REQMNTS.pdf 3.1.3. Water and Sanitary Sewer Requirements document located at: https://apps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/Water%20and%2 0Sanitary%20Sewer%20Contractor%20Prequalification%20Program/WSS%20pre qual%20requirements.pdf 3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 45 11, BIDDERS PREQUALIFICATIONS. 3.2.1.Submission of and/or questions related to prequalification should be addressed to the City contact as provided in Paragraph 6.1. 3.3. The City reserves the right to require any pre-qualified contractor who is the apparent low bidder for a project to submit such additional information as the City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key personnel to be assigned to the project, and construction schedule to assist the City in evaluating and assessing the ability of the apparent low bidder to deliver a quality product and successfully complete projects for the amount bid within information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected contractors will be notified in writing of a recommendation to the City Council. 3.4. In addition to prequalification, additional requirements for qualification may be required within various sections of the Contract Documents. 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 4.1. Before submitting a Bid, each Bidder: 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 4.1.1. Shall examine and carefully study the Contract Documents and other related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No information given by City or any representative of the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. 4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work. 4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.6. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each Bidder access to the site to conduct such examinations, investigations, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is understood that the submission of a proposal or bid is prima-facie evidence that the Bidder has made the investigations, examinations and tests herein required. 00 21 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.9. the Intent to Bid section. You must indicate your intent to bid to be able to submit a bid 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 Bidder on request. Those reports and drawings may not be part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Conditions has been identified and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any other data, interpretations, opinions or information. 4.2.4.Standard insurance requirements, coverages and limits. 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i) that Bidder has complied with every requirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Contract Documents, (iii) that Bidder has given City written notice of all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written resolutions thereof by City are acceptable to Bidder, and when said conflicts, etc., have not been resolved through the interpretations by City as described in Paragraph 6., and (iv) that the Contract Documents 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. 00 21 13 INSTRUCTIONS TO BIDDERS Page 5 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 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 Bidder begins any construction work on the project. 5.3. The Bidder shall be prepared to commence construction without all executed right-of- way, easements, and/or permits, and shall submit a schedule to the City of how construction will proceed in the other areas of the project that do not require permits and/or easements. 6. Interpretations and Addenda 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to City 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 Monday prior to the Bid 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 Bidding Documents as deemed advisable by City. 6.3. Addenda or clarifications shall be posted under the respective Project via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. Bidders are encouraged to attend and participate in the conference. City will transmit to all prospective Bidders of record such Addenda as City considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. 7. Bid Security 00 21 13 INSTRUCTIONS TO BIDDERS Page 6 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five (5) percent of Bidder's maximum Bid price, on the form attached or equivalent , issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. 7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of Award have been satisfied. If the Successful Bidder fails to execute and return the Contract Documents within 14 days after the Notice of Award conveying same, City may consider Bidder to be in default, rescind the Notice of Award and act on the Bid Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to have defaulted. 8. Contract Times The number of days within which, or the dates by which, Milestones are to be achieved in accordance with the General Requirements and the Work is to be completed and ready for Final Acceptance is set forth in the Agreement or incorporated therein by reference to the attached Bid Form. 9. Liquidated Damages Provisions for liquidated damages are set forth in the Agreement. 10. Substitute and "Or-Equal" Items The Contract, if awarded, will be on the basis of materials and equipment described in the Bidding Documents without consideration of possible substitute or "or-equal" items. Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- equal" item of material or equipment may be furnished or used by Contractor if acceptable to City, application for such acceptance will not be considered by City until 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 01 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non-responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth_tx/0-0-0-22593 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person or organization against whom Contractor or City has reasonable objection. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents. 00 21 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 12.2. All blanks on the Bid Form must be completed and the Bid Form signed electronically or signed in ink and scan. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case of optional alternatives, the words "No Bid," "No Change," or "Not Applicable" may be entered. Bidder shall state the prices for which the Bidder proposes to do the work contemplated or furnish materials required. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence of authority to sign. The corporate seal shall be affixed. The corporate address and state of incorporation shall be shown below the signature. 12.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accompanied by evidence of authority to sign. The official address of the partnership shall be shown below the signature. 12.5. Bids by limited liability companies shall be executed in the name of the firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm shall be shown. 12.6. Bids by individuals shall show the Bidder's name and official address. 12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shall be shown. 12.8. All names shall be typed or printed in ink below the signature. 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of which shall be filled in on the Bid Form. 12.10. Postal and e-mail addresses and telephone number for communications regarding the Bid shall be shown. 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Section 00 43 37 Vendor Compliance to State Law Non Resident Bidder. 13. Submission of Bids Bids shall be submitted electronically in the Procurement Portal on the prescribed Bid Form, provided with the Bidding Documents, prior to the time indicated in the Advertisement or INVITATION TO BIDDERS. 14. Withdrawal of Bids 14.1. Bids submitted electronically may be withdrawn prior to the time set for bid opening via the Procurement Portal https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities . 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 15. Opening of Bids Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. 16. Bids to Remain Subject to Acceptance All Bids will remain subject to acceptance for a minimum of 90 days or the time period specified for Notice of Award and execution and delivery of a complete Agreement by Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid security prior to that date. 17. Evaluation of Bids and Award of Contract 17.1. City reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids and to reject the Bid of any Bidder if City believes that it would not be in the best interest of the Project to make an award to that Bidder. City reserves the right to waive informalities not involving price, contract time or changes in the Work and award a contract to such Bidder. Discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words. 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists among the Bidders, Bidder is an interested party to any litigation against City, City or Bidder may have a claim against the other or be engaged in litigation, Bidder is in arrears on any existing contract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory manner, or Bidder has uncompleted work which in the judgment of the City will prevent or hinder the prompt completion of additional work if awarded. 17.2.City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 00 21 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised/Updated 1/17/24 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a business is located. 17.7. 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 Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by the City. 17.7.1.The contractor is required to fill out and sign the Certificate of Interested Parties Form 1295 and the form must be submitted to the Project Manager before the contract will be presented to the City Council. The form can be obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 18. Signing of Agreement 18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Project Manual. Within 14 days thereafter, Contractor shall sign and deliver the required number of counterparts of the Project Manual to City with the required Bonds, Certificates of Insurance, and all other required documentation. 18.2. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's Office pursuant to state law. If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant City Managers, or an agent of the City who exercise discretion in the planning, recommending, selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then a Local Government Officer Conflicts Disclosure Statement (CIS) may be required. You are urged to consult with counsel regarding the applicability of these forms and Local Government Code Chapter 176 to your company. The referenced forms may be downloaded from the links provided below. Form CIQ (Conflict of Interest Questionnaire) (state.tx.us) https://www.eth ics.state.tx. us/data/forms/confl ict/C IS.pdf � ❑ ❑ a ❑ ❑ 1:31�]1=1� 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 Jackson Construction, Ltd. 5112 Sun Valley Dr. Fort Worth, TX 76119 END OF SECTION CITY OP FORT WORTH STANDARD CONSTRUCTION SPGCI�ICATION DOCUMENTS Revised Februnry 24, 2020 By: Troy L. Jackson Signature: � Title: Pr sident �VALNUT CRGCK INTERCEPTOR EXTCNSION - PHASC I C1TY PROJGCT NO: 103414-I OD 41 00 " BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: 7he Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Walnut Creek Sanitary Sewer Interceptor Extension - Phase 1 Aledo Road from Chapin School Road to Markum Ranch Road City Project No.: 103414-1 Units/Sections: SANITARY SEWER 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to pe�form and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contracf Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDEft Acknowiedgements and Cerfification 2.1. In submitting this Bid, Bidder accepts ali of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of ail costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behaif of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directiy or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. �'or the purpases of this Paragraph: a. "corrupt practice" means the offering, giving, raceiving, or soliciting of any thing of value likely to influence the action of a public officia� in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at ar[ificial non-competitive Isvels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WALNUT CREEI< INTERCEP70R EXTENSION - PHASE 1 Revlsed 9/3012021 CITY PROJECT N0: 103414-1 0o a� o0 BID FORM page 2 of 3 3. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Auger Boring — 42" diameter casing and greater b. Tunneling 48" DIA, and greater than 350 LF c. Sewer Interceptors, Urban/Renewal, 27" and smaller d. Manhole Epoxy Lining (Warren Enviranmental or Chesterton) e. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 SY) � h. 4. Time af Compietion 4.1. The Work will be complete for Final Acceptance within 360 deys after the date when the the Cantract Time commences to run as provided in Paragraph 2.fl3 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f, Prequalification Statement, Section 00 4512 g. Conflict of interest Affidavit, Section 00 35 13 "If necessary, CIQ or CIS forms are to be provided directly to City 5ecretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6,1. Bidder wili complete the Work in accordance with the Gontract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Oniy this figure wili be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WAINUT CREEK INTERCEPTOR EXTENSION - PHASE 1 Revised 9/30/2021 CITY PROJECT N0: 103414-1 00 41 OD BID FORM Page 3 of 3 6.2. It is understood and agreed by the Bidder in signing this proposal that the totai bid amount entered below is subject to verification andlor modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling ail of the extended amounts. 6.3. Total Bid $2,792,412.00 7. Bid Submittai This Bid is submitted on June 6, 2024 Respectfuily submitted, By: � �GG�' (Signature Troy L. Jackson (Printed Name) by the entity named below. Title: President Company: Jackson Construction, Ltd. Corporate Seai: Address: 5112 Sun Valley Dr. Fort Worth, Texas 76119 State of Incorporation: TX Email: office@jacksonUc.net Phone: 817-572-3303 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WAWUT CREEK INTERCEPTOR EXTENSION - PHASE t Revised 9/30/2021 CIiY PROJECT N0: 103414-t (N142 43 f3ID PRONOSA(. we< i on SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Project Item Information Bidders Proposal Sanitary Sewer (For Items Deuoted with a* Contractor Shall Select Eitlier Item A or B) Item No. Bidlist Item No. Desenption Specification Section No. Unit of ��d Unit Price Bid Value Measure Qvantity 1A 3305.3010 24" Sewer Carrier Pipe (PVC F679)' 33 05 24 �F 218 -__ .__ _ . 1B 3305.3010 24° Sewer Carrier Pipe (Fiberglass SN 72)' 33 05 24 LF Z�B $ 219.00 $47,742.00 _ ._ . _ 2A 3331.5768 24" PVC ASTM F679 Sewer Pipe, CLSM Backfill' 33 11 10, 33 31 13, 33 31 20, LF 610 - -� - --� 2B 3331.5767 24" Fiberglass SN72 Sewer Pipe, CLSM Backfill ` 33 31 13 �F 610 $ 323.00 $197,030.00 _ . - - - -- - -- _ _ __ 3A 3331.4317 24" PVC ASTM F679 Sewer Pipe' 33 11 10, 33 31 13, 33 31 20, LF 44�2 38 3331.4324 24" Fiberglass SN72 Sewer Pipe* 33 31 13 (.F 4472 $ 196.00 $676,512.00 _ - - --_ _ --- ---- - _ _ 4A 3331.4330 27' PVC ASTM F679 Sewer Pipe* 33 11 10, 33 31 13, 33 31 20, LF 210 _.__ ------ _._.. _ _ ___ _. _ __. 48 3331.4333 27" Fiberglass SN72 Sewer Pipe` 33 31 13 LF 210 $ 289.00 $60,690.00 .. --- ------- ___ 5A 3305.1107 42" Casing By Other Than Open Cut' 33 05 22 LF 218 $ 1,615.00 $352,070.00 -- - __-- ---- ----- __ 58 3305.1203 48" Tunnel Liner Plate By Other Than Open Cut' 33 05 21, 33 05 22 LF 2�8 . - _ - -- --- -- - . -- 6 3331.4225 18" PVC ASTM F679 Sewer Pipe (and 18" MJ Plug) 33 31 13 LF 10 $ 285.00 $2,850.00 . --- __ _ _ _- _ ---- - -- 7 3339.0001 Epoxy 5' Manhole Liner (Warren or Chesterton Systems) 33 39 60 VF 136 $ 650.00 $88,400.00 -- ---_ _ ._ __ - - - 8 3339.1101 5' Ma�hole 33 39 10, 33 39 20 EA 10 $ 14,000.00 $140,000.00 _ - - -- -- - . ______ 9 3339.1103 5' Extra Depth Manhole 33 39 10, 33 39 20 VF 77 � 300.00 $23,100.00 _ -- _ . - - -. . _ -� - 10 3301.0101 Manhole Vaccum Testing 33 01 30 EA 10 $ 200.00 $2,000.00 _ __ __ _ � � 3305.0112 Concrete Collar 33 05 17 EA 10 $ 1,000.00 $10,0OO.OD .. __ .. 33 39 10, 33 39 20, . . . � Z 9999.0001 Manhole Vent and Odor Control Assembfy 33 11 10 EA 4 y 18,000.00 $72,000.00 __ - _ _ _ __ __ _ 13 3471.0010 Traffic CoNrol 34 71 13 LS 1 $ 4,000.00 $4,000.00 _ - ._ 14 3301.0002 Post-CCN Inspection 33 01 31 LF 5550 $ 3.00 $16,650.00 --- - ----- _ __ _ 15 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA � $ 1,500.00 $10,500.00 - - -- -- - . _ ___. 16 3305.0104 Ground Water Control 33 05 10 LS 1 $ 7,500.00 $7,500.00 - _ _- . _ _ --- 17 3305.0109 Trench Safety 33 05 10 LF 5292 $ 2.00 $10,584.00 . - _ ---- ___ 18 3305.0110 Ulility Markers 33 05 26 EA 27 $ 300.00 $8,100.00 _ _ ._- _ .. - 19 0241.0500 Remove Fence 02 41 13 �F 683 $ 4.00 $2,732.00 __ ___ --- -- p .... ... ... .. ..... ....� ... � $ ..... 1,000.00� $127,000.00 20 0330.0001 Concrete Encase Sewer Pi e 03 30 00 CY 127 ._ __ __ _ _ - _ 21 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 $ 35,000.00 $35,000.00 - _ _ . _ _ __ _ _ 22 3231.0212 Smooth Wire Fence, Metal Posts 32 31 26 �F 603 $ 25.00 $15,075.00 _ ___ __ _ __. __ _ _. ___ . _ 23 3231.0306 16' Gate, Steel (4' High - TxDOT Type 1) 32 31 26 EA 5 � 2,000.00 $10,000.00 _ _-- - ---- _ _ _ -_. 24 3291.0101 4" Topsoil Import 32 91 19 SY 51500 $ 3.00 $154,500.00 -- _ _- - ._ - 25 3292.0400 Seeding, Hydromulch 32 92 13 SY 51500 $ 2.00 $103,000.00 __ ___ __ _ - -- 26 3110.0103 12'-18" Tree Removal 31 10 00 EA 1 $ 1,500.00 $1,500.00 _ - -- - -- -- - 27 3110.0105 24" and Larger Tree Removai 31 10 00 EA 1 $ 3,000.00 $3,000.00 _ __ . _ . -.__ .. --- 28 3125.0105 Tree Protection Fencing 31 10 00 LF 320 $ 2.50 $600.00 _- _ _ _-_ _ . __ __ __ Zg 3125.0106 Tree Protectio� 31 10 00 EA 7 $ 250.00 $�,750.00 --- ._ ._. _ _ -- - . _ _ 30 9999.0002 4' Temporary Constniction Fencing (5 Wire, Steel Post) 32 31 26 LF 10800 $ 14.00 $151,200.00 _ - - _ _ _ _ _ _ . _ _ . - - 31 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 925 � 100.00 $92,50D.00 32 0171.0101 Construction Staking 01 71 23 LS 1 $ 12,000.00 $12,000.00 _ _ _ .__ __ _- 33 0171.0102 Redline Survey 01 71 23 �S 1 $ 2,627.00 $2,627.00 34 9999.0003 Conslruction Allowance 00 00 00 LS � $ 150,000.00 $150,000.00 * CONTRACTOR SHALL CHOOSE ONE EACH: 1A OR 1 B; 2A OR 28; 3A OR 36; 4A OR 4B; 5A OR 5B, RESPECTNEIY TOTAL DID � 52,792,412.00I TotnlIIid $2,792,412.00 END OF SECT[ON CITY OF h'Ofi I' WOR771 \VAI,NUI' CIiI�LK INIiRCEPTOIt L'�'f[iNSION - PI1AS1: 2 STANDARD CONSiRllCT70N SYGCIh'ICATION DOCUM[NIS CITY PRO7[CI' NO: 103JIJ-2 Re��s.Yi 9/JU2021 N)ll[NDUM 2 Document A310 TM - 2010 Contorms with The American Institute of Architects AIA Document 310 Bid Bond CONTRACTOR: /,'�'ame, legnl.rlidrr.s a7d trdcli�csay Jackson Construction, Ltd 5112 Sun Valley Drive Fort Worth, TX 76119 OWNER: {,'�'muv. l�;Gaf slalrrs nird adc�rassJ City of Fort Worth 200 Texas Street Fort Worth, TX 76102 BOND AMOUNT: � 5% SURETY: I,'�'�uue, lcg�rl.clalu.�� tntl p�inciptrll�lacc � jh��.�•Lres.�) The Hanover Insurance Company 440 Lincoln Street Worcester, MA 01653 7his document has important legal consequences. Consultation with an attorney is encouraged with respect lo its complelion or modification, Any singular re(erence to Conlractor, Surety, Owner or other party shall be considered plural where npplicable, Five Percent of Amount Bid PROJECT: /,'�'an�c, locnNo�� or nd�ress, mr�ll'rojed urrn�Gcr, ijnm j Walnut Creek Sanitary Sewer Interceptor Extension - Phase 2 CPN: 103414-2 Tlic Controctor and Suroty orc bound to Ihc O��ncr in Ihc nmount sct forih abovc, for tl�c p��mcnt of ��hich tl�c Contractor and Surcty bind thcniscl��cs, Ihcin c�irs, cxccutors, administrators, succcssors nnd assi�ns, jointly and set�crolly, ns providcd hcrcin. Thc conditions of Ihis I3ond aro sucli tliat if Ihc O��ncr acccpis thc bid of thc Contractor ��i11�in thc timc spcciGcd in tl�c bid documcnts, or ��itliin such limc period as ma.r• �c agrccd to b�• thc U��iicr and Contractor, and tl�c Contrlctor cithcr (1) cutcrs iuto a contract �vith thc U�vncr in accordancc ��ilh thc tcnns of such bid, and ei��cs such bond or bonds ns muy bc spcciticd in tl�c bidding or Contract Uocinncots, �vitli n surcty ndmittcd in thc,jurisdiction of tlw 1'rolcct nnd othcr«�isc ncccptablc to Ihc U��•ncr, for tlw faithfiil performancc of such Contruct and for thc prompt paV{IICIIi Oi IAbOT tlll(� t111IC[lA� LUp1lSllCd Ill Q1C pI05CCUll01l IIlCCCOI: or (2) pays to �hc U��iicr Qic ditl'crcncc, 1t0� IO CXCCCd l�lC All1011lll Ot tl�is k3ond, bct��ccn thc antount spcciticd in said bid and such I�rgcr a►nount for +��hich tlio U��•ncr m�y in good faitli coiUract ��ith miothcr p�rly tu perlbrm lhc ��<�rk cw�crcd by xnid bid, Ihcn this obligution xlmll hc null und vuid, utlicnr•isc tu rcmuiu in I'ull liircc und cllecl. Tlie Surely herehy ��ai��es un}� nutic� ol'un agreement bt:t��cen the Q��ner und Cuntructur tu t��end the lime in ��-Lich the ntivner muy uccept lhe hid.lNui��crul'nulicu M� �hr Surety xtiall nut upplr w uny c�tcnxion cxcecJin� xixt�� (fi0) Ju��s in Ihe u�gregute hcyund lhc timo liir ucccplance ol'hidti spccilicJ in lhc hid ducumcnls, antl Ihc O��•ncr:uiJ Cunlr�clur tiliall ubtain Ihc S�u�t}�'s cunxcnl li�r un cetensinn bcpond sixty (CO) dapti. If tBis Bond is issucd in conncction �r•ith a subcoi�tracrors bid to ;► Contractor, lhc tcnn Conlractor in this Bond sliall bc dccmcd to bc Subcontractor ond the tenn O��ner sl»II be decmed to be Controctor. «'hcn this 13onJ has bccu Ii�rni�hcJ iu comply �ritb u siuiutun� uruUicr Icgul rcyuiremcnt in thc lucutiun ufUiu Projecl. uny provisicm in tliiz T3und cunllicting ��•ith tiuid stalutup� ur Ie�al requiromcnl xliall ba dccmcd delctcd hcrelii�m and pru��isicros conlimning tu xuch s��tutuq� ur eriher Icgul rcyuiremcnt shull bc dcented incomoruted herein. When tio 1'umi�licd, thu intent ix Uiat tl�is 13on� tiliull be cunstrucJ us u xtuUilun� hund und not ux a conimon lu�v bonJ. Signcd and scalcd �liis 6th d�� of June, 2024 �� fll'lr�,ess) ��. �� (IJ'ir�ie.s.�y t��l��'ilG�YIiC] Jackson Construction, Ltd. ` 'lhc � ■"'�anoV��" The Hanover insurance Company � 440 Lincoln Street, Worcester, MA 01653 InSuranCe GrOuP� Gtiznu insurance Gompany of America � 645 West Grand River Avenue, Howel� MI 48843 Texas Complaint Notice IMPORTANT NOTICE AVISO IMPOR7ANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call The Manover Insurance Company/Citizens Usted puede Ilamar al numero de telefono gratis de The Insurance Company of America's toll-free telephone Hanover Insurance Company/Citizens Insurance Company number for information or to make a comptaint at: of America's para informacion o para someter una queja al: 1-8U0-608-8141 1-800-608-8141 You may also write to The Hanover insurance Company/ Usted tambien puede escribir a The Hanover Insurance Gitizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street Worcester, MA 01615 440 Lincoln Street Worcester, MA 01615 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or compiaints at: 1-800-252-3439 You may write the Texas Department of Insurance P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.texasgov E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute conceming your premium or about a claim you should contact the agent or the com- pany first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or con- dition af the attached document. Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. �. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http✓/www.tdi,texas.gov E-mail: ConsumerProtection@tdi.state.tx.us DISPUTAS 50BRE PRIMAS (� RECLAMOS: Si tiene una disputa concerniente a su prima o a un rec- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. ,o,-,asi �,z� 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SEC710N 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresidenYs principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so wili automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. O BIDDER: Jackson Construction, Ltd. 5112 Sun Valley Dr. By: Troy L. Jackson Fort Worth, Texas 76119 ��2%�'�� " (Sign� re) ` Ti#le: President Date: May 6, 2024 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WALNUT CREEK INTERCEPTOR EX7ENSION - PHASE 1 Revised 9/30l2021 CITY PROJECT NO: 103414-1 00 45 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or have applied for prequalification by the City for the work types requiring prequalification prior to submitting bids. To be considered for award of contract the Bidder must submit Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with the requirements below.The information must be submitted seven (7) days prior to the date of the opening of bids. Subcontractors must follow the same timelines as contractors for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at the time bids are opened and reviewed may cause the bid to be rejected. The prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. For example, a contractor wishing to submit bids on projects to be opened on the 7th of April must file the information by the 31st day of March in order to eligible to work on these projects.In order to facilitate the approval of a Bidder’s Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) Classified Balance Sheet (2) Income Statement (3) Statement of Cash Flows (4) Statement of Retained Earnings (5) Notes to the Financial Statements, if any b. A certified copy of the firm’s organizational documents (Corporate Charter, Articles of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, and Certificate of Limited Partnership Agreement). c. A completed Bidder Prequalification Application. (1) The firm’s Texas Taxpayer Identification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.tx.us/taxpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm’s e-mail address and fax number. (3) The firm’s DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DUNS number may be obtained at www.dnb.com. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resumes should include the size and scope of the work performed. e. Other information as requested by the City. 2. Prequalification Requirements a.Financial Statements. Financial statement submission must be provided in accordance with the following: (1) The City requires that the original Financial Statement or a certified copy be submitted for consideration. 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 (2) To be satisfactory, the financial statements must be audited or reviewed by an independent, certified public accounting firm registered and in good standing in any state. Current Texas statues also require that accounting firms performing audits or reviews on business entities within the State of Texas be properly licensed or registered with the Texas State Board of Public Accountancy. (3) The accounting firm should state in the audit report or review whether the contractor is an individual, corporation, or limited liability company. (4) Financial Statements must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (5) The City will not recognize any certified public accountant as independent who is not, in fact, independent. (6) The accountant’s opinion on the financial statements of the contracting company should state that the audit or review has been conducted in accordance with auditing standards generally accepted in the United States of America. This must be stated in the accounting firm’s opinion. It should: (1) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7) The City reserves the right to require a new statement at any time. (8) The financial statement must be prepared as of the last day of any month, not more than one year old and must be on file with the City 16 months thereafter, in accordance with Paragraph 1. (9) The City will determine a contractor’s bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net working capital (working capital = current assets – current liabilities) by a factor of 10. Only those statements reflecting a positive net working capital position will be considered satisfactory for prequalification purposes. (10) In the case that a bidding date falls within the time a new financial statement is being prepared, the previous statement shall be updated with proper verification. b.Bidder Prequalification Application. A Bidder Prequalification Application must be submitted along with audited or reviewed financial statements by firms wishing to be eligible to bid on all classes of construction and maintenance projects.Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of “None” or “N/A” should be inserted. (2) A minimum of five (5) references of related work must be provided. (3) Submission of an equipment schedule which indicates equipment under the control of the Contractor and which is related to the type of work for which the Contactor is seeking prequalification. The schedule must include the manufacturer, model and general common description of each piece of equipment. Abbreviations or means of describing equipment other than provided above will not be accepted. 3. Eligibility for Award of Contract a. The City shall be the sole judge as to a contractor’s prequalification. b. The City may reject, suspend, or modify any prequalification for failure by the contractor to demonstrate acceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. 00 45 11 -3 BIDDERS PREQUALIFICATIONS Page 3of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION 00 45 12 PREQUALIFICATION STATEMENT Page 1 oi 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder 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 Contractor/Subcontractor Company Name Prequalification Expiration Date Auger Boring — 42" diameter Skaggs Road Boring Inc. 4/30/2025 casing and greater Tunneling 48" DIA, and greater N/A N/A than 350 LF Sewer Interceptors, Urban/Renewal, 27" and Jackson Construction, Ltd. 4/30/2025 smaller Manhole Epoxy Lining (Warren Madero Engineers, Architects & Constructors, LLC 4/30/2Q25 Environmental or Chesterton) Asphalt Paving Construction/Reconstruction N/A N/A (LESS THAN 15,000 SY) 0 0 0 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currentiy prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Dr. 2' ' (Sig ure) Fort Worth, Texas 76119 Title: President Date: � JnP � � Z � Z� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS WALNUT CREEK INTERCEPTOR EXTENSION - PHASE 1 Revised 09I30/2021 CITY PROJECT NO: 103414-1 SECTION 00 45 13 PREQUALIFICATION APPLICATION Date of Balance Sheet , Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company Post Office Box City State Zip Code Street Address (required) City State Zip Code ( ) ( ) Telephone Fax Email Texas Taxpayer Identification No. Federal Employers Identification No. DUNS No. (if applicable) Email/mail this questionnaire along with financial statements to the appropriate group below. A separate submittal is required for water/sewer, paving, and lighting: Work Category – Water Dept - Water/sewer Work Category – TPW Paving Work Category – TPW Ped/Rdwy Lighting john.kasavich@FortWorthTexas.gov Alicia.Garcia@fortworthtexas.gov clint.hoover@fortworthtexas.gov Fort Worth Water Department Engineering and Fiscal Services Division 200 Texas St. Fort Worth, TX 76102 City of Fort Worth Transportation and Public Works Dept. 3741 SW Loop 820, Fort Worth, Texas 76133 Attn: Alicia Garcia City of Fort Worth TPW Transportation Management Attn: Clint Hoover, P.E. 5001 James Ave. Fort Worth, TX 76115 *Financial Statements must be mailed. Mark the envelope: “Bidder Prequalification Application” Name under which you wish to qualify 00 45 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable – Block 3 is to be left blank if Block 1 and/or Block 2 is checked) Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006.001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. Select major work categories for which you would like to be prequalified (City may deem you are not qualified for selected category or may approve you at a lesser size/length and maximum size may not be listed specifically under a major work category): MAJOR WORK CATEGORIES Water Department Augur Boring - 24-inch diameter casing and less Augur Boring - Greater than 24-inch diameter casing and greater Tunneling – 36-Inches – 60 –inches, and 350 LF or less Tunneling - 36-Inches – 60 –inches, and greater than 350 LF Tunneling – 66” and greater, 350 LF and greater Tunneling – 66” and greater, 350 LF or Less Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches – 36-inches Sewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-inches and smaller CCTV, 18-inches and smaller CCTV, 24-inches and smaller 00 45 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 MAJOR WORK CATEGORIES, CONTINUED CCTV, 42-inches and smaller CCTV, 48-inches and smaller Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller Sewer Collection System, Urban/Renewal, 8-inches and smaller Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller Sewer Interceptors, Urban/Renewal, 42-inches and smaller Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inches and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches and smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and smaller Sewer Cleaning, 12-inches and smaller Sewer Siphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards)* Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER)* Roadway and Pedestrian Lighting NOTE *There is not a prequalification requirement for installation of concrete sidewalk, curb & gutter, driveways, and panel replacement, only concrete paving 00 45 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CONTRACT AMOUNT CLASS OF WORK DATE COMPLETED LOCATION CITY-COUNTY- STATE NAME AND DETAILED ADDRESS OF OFFICIAL TO WHOM YOU REFER *If requalifying only show work performed since last statement. 5.Have you ever failed to complete any work awarded to you? If so, where and why? 6.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? If so, state the name of the individual, name of owner and reason. 00 45 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 8. In what other lines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? NAME PRESENT POSITION OR OFFICE YEARS OF EXPERIENCE MAGNITUDE AND TYPE OF WORK IN WHAT CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. 00 45 13 - 6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Individuals authorized to sign for Partnership Officers or Managers (with titles, if any) Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. 00 45 13 - 7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 14. Equipment $_______________ TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. ITEM QUANTITY ITEM DESCRIPTION BALANCE SHEET VALUE 1 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 Various- TOTAL 00 45 13 - 8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. _______________________________________________, being duly sworn, deposes and says that he/she is the __________________________________ of ___________________________, the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of , Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pagc 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103414. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certiiicates of compliance with worker's compensation coverage. CONTRACTOR: Jackson Construction, L7� Company 5 � � a S� h�/c� l ��e ��►� Address F�D✓-1-- �/�l o�. TJC �(� I I q' City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT � 0 By: Troy !.. Jackson (Please Print) Signature: Title: �resident (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared , known to me to be the person whose name is subscribe to e oregomg ms rument and acknowledged to me that he/she executed the same as the act and deed of P�resident for the purposes and consideration therein expressed and in the capaoity therein stated. GIVEN iJNDER MY HAND AND SEAL OF OFFICE this �� n� day of 1�t G� t�..!''�' , 20 0� �, . � ' C_ /.t—`. Nicole �McCollum Not Public in and for the State of Texas �* My � 10/30/2026 xpires ,, � l� � Notary ID129952648 � - �END OF SECTION CI1'Y OF FORT WORTH 14ALNU'I' CREEK SS IN'I'HRC'EP"I'Olt I-:\'1'ENSION — I'HASE 2 STANDARD CONSTRUCT[ON SPECIF[CATION DOCUMENTS C1T1' PROICCT NO: 103414-2 Revised July 1, 2011 17 004540-2 Business Equity Goal Page 2 of 2 Letter of Intent https://apps.fortworthtexas. o�jectResources/ResourcesP/60%20- %20MWBE/Letter%20of%20Intent DVIN%202021.pdf Business Equity Good Faith Effort Form https://apps.fortworthtexas. og v/ProjectResources/ResourcesP/60%20- %20MWBE/Good%20Faith%20Effort%20Form DVIN%202022.pdf Business Equity Prime Contractor Waiver Form https://apps.fortworthtexas.�ov/ProjectResources/ResourcesP/60%20- %20MWBE/MWBE%20Prime%20Contractor%20Waiver-220313.pdf Business Equity Joint Venture Form https://apps.fortworthtexas.�ov/ProjectResources/ResourcesP/60%20- %20MWBE/MWBE%20Joint%20Venture 220225.pdf FAILURE TO ACHIEVE THE GOAL OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BIDDER/OFFEROR BEING DECLARED NON-RESPONSIVE AND THE BID REJECTED. FAILURE TO SUBMIT THE REOUIRED BUSINESS EOUTY DOCUMENTATION OR OTHERWISE COMPLY WITH THE ORDINANCE WILL RESULT IN THE BID BEING DECLARED NON- RESPONSIVE, THE BID REJECTED AND MAY SUBJECT THE BIDDER/OFFEROR TO SANCTIONS AS DESCRIBED IN SEC. 20-373 OF THE ORDINANCE. For Questions, Please Contact The Business Equity Division of the Department of Diversity and Inclusion at (817) 392-2674. END OF SECTION CITY OF FORT WORTH WALV U'1" CIZEEK 55 1N`1'E1tCEP'I'OR EXT'ENSiON — PEiASE Z STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C`ITY PRL7Jl CT NO: I �3�114-2 Revised October 27, 2021 00 52 43 - 1 Agreement Page 1 of6 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, authorized on �� d� �' � m'� , is made by and between the City of Fort Worth, a Texas home rule r�aCKSO�f �011Si1'U�IOfI �,� its duly authorized City Manager, ("City"), and �> > , 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: Walnut Creek Sanitar�Sewer Intercepto�• Extension - Phase 2 Ci Pro 'ect No. 103414-2 Article 3. CONTRACT PRICE City agrees to pay Contractor for performa�e of �he Work in�c�ordar�1 e w�th the Contract wo Mil ion Seven Hun re Ninety wo T ousand Documents an amount, in current funds, ofF,»,,.u» .,arPa T�,.Pi�Pr�nniinn Dollars ($ o� ,7 �1 c,�, 4 I a. 00 )• Contract price may be adjusted by change orders duly authorized by the P�arties. Article 4. CONTRACT TIME 4.1 Final Acceptance. The Work shall be complete for Final Acceptance within 210 days after the date when the Contract Time commences to run, as provided in Paragraph 2.02 of the General Conditions, plus any extension thereof allowed in accordance with Article 12 of the General Conditions. 4.2 Liquidated Damages Contractor recognizes that time is of the essence for completion of Milestones, if any, and to achieve Final Acceptance of the Work and City and the public will suffer from loss of use if the Work is not completed within the time(s) speciiied in Paragraph 4.1 above. The Contractor also recognizes the delays, expense and diffculties involved in proving in a legal proceeding, the actual loss suffered by the City if the Work is not completed on time. Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay City Six Hundred Dollars ($600.00) 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: CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised December 8, 2023 00 52 43 - 2 Agreement Page 2 of 6 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 Afiidavit i. MBE and/or SBE Utilization Form 3. General Conditions. 4. Supplementary Conditions, 5. Speciiications speciiically made a part of the Contract Documents by attaclunent or, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents. 6. Drawings. 7. Addenda. 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. Article 6. INDEMNIFICATION 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the city, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licenses or invitees under this contract. This indemnification provision is specifically intended to operate and be effective even if it is alle�ed or proven that all or some of the dama�es bein� southt were caused, in whole or in part, bv anv act. omission or ne�li�ence of the citv. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the city in defending against such claims and causes of actions. CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CON3TRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised December 8, 2023 005243-3 Agreement Page 3 of 6 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the city, arising out of, or alleged to arise out of, the work and services to be performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees under this contract. This indemnification provision is speci�cally intended to operate and be effective even if it is alle�ed or proven that all or some of the damages being souEht were caused, in whole or in part, bv any act, omission or ne�ligence of the city. Article 7. MISCELLANEOUS 7.1 Terms. Terms used in this Agreement which are deiined 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 SeverabilitylNon-Waiver of Claims. Any provision or part of the Contract Docutnents 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 Ciry and Contractor. The failure of City or Contractor to insist upon the performance of any term or provision of this Agreement or to exercise any right granted herein shall not constitute a waiver of City's or Contractor's respective right to insist upon appropriate performance or to assert any such right on any future occasion, 7.5 Governing Law and Venue. This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, Fort Worth Division. 7.6 Authority to Sign. Contractor shall attach evidence of authority to sign Agreement if signed by someone other than the duly authorized signatory of the Contractor. 7.7 Non-appropriation of Funds. In the event no 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. CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised December 8, 2023 005243-4 Agreement Page 4 of 6 7.8 Prohibition On Contracts With Companies Boycotting Israel. Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of the Texas Government Code, if Contractor has 10 or more full time-employees and the contract value is $100,000 or more, the City is prohibited from entering into a contract with a company for goods or services unless the contract contains a written verification from the company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms in Section 808.001 of the Texas Government Code. By signing this contract, Contractor certi�es 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 veriiication 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 22'76 of the Government Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's signature provides written verification to the City that Contractor: (1) does not boycott energy companies; and (2) will not boycott energy companies during the term of this Agreement. 7,10 Prohibition on Discrimination Against Firearm and Ammunition Industries. Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas Government Code, 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 iirearm entity or iirearm 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 �rearm trade association; and (2) wiil not discriminate against a firearm entity or frearm trade association during the term of this Agreement. CITY OF FORT WORTH WALNUT CREEK SS INTBRCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised December 8, 2023 005243-5 Agreement Page 5 of 6 '7.11 Immigration Nationality Act. Contractor shall verify the identity and employment eligibility of its employees who perform work under this Agreement, including completing the Employment Eligibility Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms and supporting eligibility documentation for each employee who perfortns 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 eligibie to perfortn 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 beneiits 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 perfortned. 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 Ciry 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 WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECTNO.: ]03414-2 Revised December 8, 2023 00 52 43 - 6 Agreement Page 6 of6 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"). Jackson Construction, LTD Contractor: City of Fort Worth �2� Troy L. Jackson (Printed Name) President Title j)v. Address 5-r.\-- Wot±l,. ,)I. ,'-Pl 19 City/State/Zip 7 o'il I 13 I a o). 'f Date By: Fernando Costa Assistant City Manager Sep 3, 2024 Date Attest: �Js Jb.o.,_, Jannette Goodall, City Secretary (Seal) M&C: J £.l -Qlt,�� Date: D'/i' / 1 3 J � 0 ;ly 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. A=�C Preeti KC, P .E. Project Manager Approved as to Form and Legality: ·fJtbt:.. Oouglas Black (Sep 3, 202414:33 CDT) Douglas W. Black ·sr. Assistant City AttorneyAPPROVAL RECOMMENDED: Chris Harder, P.E. Director, Water Department CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION-PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised December 8, 2023 00 61 13 - l ' � PERFORMANCEBOND Page 1 of 2 1 2 3 4 5 6 7 8 9 10 11 SECTION 00 61 13 PERFORMANCE BOND Bond1110382 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT That we, § Jackson Construction, Ltd. , lrnown as "Principal" herein and The Hanover Insurance Company , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more}, are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 SUm Of,Two Million Seven Hundred Ninety Two Thousand Four Hundred Twelve & 00/100 Dollars 13 ($ 2, �92, 412.00 _ ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas for the payment of which sum wel( and truly to be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City awarded 18 the �� day of . 20��, which Contract is hereby refened to and made a part 19 hereof for all purposes as if fully set forth herein, to fumish all materials, equipment labor and other 20 accessories defined by law, in the prosecution of the Work, including any Change Orders, as 21 22 23 24 provided for in said Contract designated as Walnut Creek Sanitary Sewer Interceptor Eatension Phase 2, CPN 103414-2 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 25 perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may he granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 30 31 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States Disfict Court for the Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH 14ALN�T CREEK SS INl'ERCEPTOR EX7'ENSION - PHASE 2 STANDARD CONSTRUCTION SPECIFICATION BOCUMENTS CITY PROJfiCT NO: 103414-2 Revised December 8, 2023 00 61 l3 - 2 PEEtFORMANCE BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the —�day of 6 , 20� 7 8 9 10 il 12 13 ATTEST: , 14 �C��L/ �" �—✓ 15 16 ( rincipal) Secretary 17 18 19 , 20 ��21 22 Wi ess as to Pnn ipal 23 24 25 26 27 28 29 30 31 32 33 34 r 35 � ' �' � ,� 36 ' 37 Witness as to Swety K CrOwley 38 39 PRINCIPAL: Jackson Construction, Ltd. BY: �s'�t-�.+1/J Sign re Troy L Jackson, President Name and Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company BY: ature Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard Street, #4300 __ Dallas, TX 75201 Telephone Number: 9�2-385-9800 Email Address: Jack. row ey wtwco.com 40 *Note: Tf signed by an officer of the Surety Company, there must be on file a certified extract 41 from tbe 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 must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. 44 CITY OF FORT WORTH WALNU"f CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONS"IRUCTiON SPECIFICATION DOCUMENTS CI7Y PROILCT t�10: 103414-2 Revised December 8, 2023 00 61 14 - l PAYMENT BOND Page 1 of 2 Bond 1110382 I 2 3 4 5 6 7 8 E SECTION 00 61 14 PAYMENT BOND THE 5TATE OF TEXAS § § KNOW ALL BY TAESE PRESENTS: COUNTY OF TARRANT § That we Jackson Construction, Ltd. known as � , "Principal" herein, and The Hanover Insurance Company --- - ------- __- --_. ..__ _, a 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 firmly bound unto the City of Fort Worth, a municipal i l corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the penal 12 SutYl Of Two Million Seven Hundred Ninety T�vo Thousand Four Hundred Twelve & 00/100 DO�IAts 13 ($ 2,792,412.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made, we bind ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 16 presents: 17 WHEREA5, Princi� entered into a certain written Contract with City, awarded the 18 ��day of � C , 20�, which Contract is hereby referred to and made 19 a part hereof for all purposes as if fully set forth herein, to fumish 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 Walnut Creek Sanitary Sewer Interceptor Eatension Phase 2, CPN 22 103414-2 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisioi�s of said statute. 31 CI1'Y OF FORT WORTH WALNUI' CRF,EK SS INTERCEP"TOR EXTENSION - PHASE 2 STANDARD CONSTRUCT[ON SPECIFICATION DOCUMENTS ('�7'Y pRO1GCT NO: I(1�414-2 Revised December 8, 2023 , 00 61 14 - 2 PAYMENT$OND Page 2 of 2 1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the �>`Z� day of 3 . 20�. 4 ATTEST: C��/ �. (Principal) Secretary . �� r � fiess as to Principal ATTEST: (Sur ) Secr �� Witne a�to Surety MK Crowley PRINCIPAL: Jackson Construction, Ltd. BY: . _ -- — _ — --- -- Signa e Troy L Jackson, President Name aad Title Address: 5112 Sun Valley Drive Fort Worth, TX 76119 SURETY: The Hanover Insurance Company BY: Signatur Jack M Crowley, Attorney in Fact Name and Title Address: 500 N Akard Street, #4300 Dallas, TX 75201 Telephone Number: 972-385-9800 Email Address: Jack.Crowley@wtwco.com Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. 9 10 11 12 The date of the bond sha11 not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH WALNU� CREEK 55 IN I'ERCEPTOR Ea'fENSfON - PHASE 2 STANDARD CONSTRUCT[ON 3PECIF[CAT10N DOCUMENTS C1T1' PROICCT NO: 103414-2 Revised December 8, 2023 00 61 19 - l MAINTENANCE BOND Page 1 of 3 Bond 1110382 1 2 3 4 5 6 7 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 61 19 MAINTI:NANCE BOND § § KNOW ALL BY THESE PRESENTS: § 8 That We Jackson Construction, Ltd. known as 9 "PrincipaP' herein and The Hanover Insurance Company _ � ty , a co orate sure 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" 11 12 13 14 15 16 17 herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipat corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the sum Two Million Seven Hundred Ninety Two Thousand 2 792 412.00 of _ Four Huntlred Twelve & 00/100 __ � Dollars ($ � � ___v_`___,), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and tntly be made unto the City and its successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 18 WHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the��day of i�C, �.� , 2Q 7, which Contract is hereby 20 refened to and a made part hereof for all purposes as if fully set forth herein, to fumish all materials, 21 equipment labor and other accessories as defined by law, in the prosecution of the Work, including 22 any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 23 provided for in said contract and designated as Walnut Creek Sanitary Sewer Interceptor 24 Extension Phase 2, CPN 103414-2; 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 wilt remain 28 free from defects in materials or workmanship for and during the period of two (2) years after the 29 date of Final Acceptance of the Work by the City ("Maintenance Period"); and 30 31 32 33 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the City of the need therefor at any time within the Maintenance Period. C1TY OP FORT WORTH WALNU"f CREEK SS 1NTf:RCEf'7'OR EXTENSION - PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMEI3'TS CI'TY PROJCC�T' NO: IO3414-2 Revised December 8, 2023 1 2 3 4 5 6 7 � 9 1� 11 1� 13 14 IS ib i7 18 t9 00 61 14 - 2 ARAINTEAIANCB �OND Page 2 of 3 , e �, � R � �. ' - t �� s�� t � �.��'��. �+�� r r � �,. _ �� . ,�� , �.. . . � � � . � - . � � • ., � � � . � K . � � _ �a ii �, r . � - . � a a s . , � - , r . . r. "":: ;� �� ; �'. �. � ; � *:. � . � .: �� , � . � _ � ►� .� r. .� _ �� -� ' � - � . , � .: . �� . � ��.. � � ., w �. . .� . � � �, � . _ � � _ , � � + _ , r � - • w � - r . . � _ . . ' 1�41 # , i i�: 1; g�: � � ' �r i " ' :t� � � 1 I . ` 1� � � � � . s' . .. ' �, { ,, � . .t ., ' � e � -' -�. • ` ; '".. ! .; -:,, � ��. 1 ��' �� f f � i l� �' �� ,: �- ° R� �;' :k, . ; �� E � ti' �� 4� ,� � �` . 1 �• •. �- � . . i� . . ��•.�, s . _�.. . crr� oF FOR�r wa�� w�Lr�u7�crzee� �s i��rFkcF��oK Fx�rt:r�sic�rr - [��asF z STANDAItD CONSTRtTCTIOAI SPECIFICA'T'ION IIOCUA�ERITS CITY PROJ[:CT N(): 103414-� Revised December 8, 2023 0061 19-3 MAINTENANCE BOND Pagc 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 insttument by duly authorized agents and officers on this the --�� day of .� "�'�'� 3 .20�� 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 ATTEST: � C��-/ � (Principal) Secretaryu . � __ w�� W ess s to Principal ATTEST: PRINCIPAL: Jackson Construction, Ltd. BY: Sign ure Troy L Jackson, President Name and Title Address: 5112 Sun Valley Drive • �� • i��:�I:�!� SURETY: The Hanover Insurance Company BY: Si re Jack M Crowley, Attorney in Fact Name and Title � Address; 500 N Akard Street, #4300 (S ty) ecret � __ . �n� Dallas, TX 75201 / W�tness as to Swety MK Crowley Telephone Number: 9�2-385-9800 Email Address: Jack.Crowley@wtwco.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 provided. 'The date of the bond shall not be prior to the date the Contract is awarded. 42 WALNUT CREF.K SS INTERC[:P"fOR EXTENSION - PHASF 2 C1TY OF FORT WORTH Cf'I'Y PROJ[:CT NO: 1034I4-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 8, 2023 ," THE HANOVERINSURANCECOMPANY MASSACHUSETTS BAYINSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: ThatTHE HANOVER INSURANCE COMPANYand MASSACHUSETTS BAY INSURANCE COMPANY, both being corporations organized and existing underthe laws of the State of New Hampshire, and CITIZENS INSURANCE COMPANY OF AMERICA, a corporation organized and existing under the laws of the State of Michigan, (hereinafter individually and collectively the "Company'� does hereby constitute and appoint, Jack M. Crowley, Laurie Pflug , and/or Holly Clevenger Of Willis Towers Watson Insurance Services West, Inc of Dallas, TX each individually, if there be more than one named, as its true and lawFul attorney(s)-in-fact to sign, execute, seal, acknowledge and deliver for, and on its behalf, and as its act and deed any piace within the United States, any and all surety bonds, recognizances, undertakings, or other surety obiigations. The execution of such sureiy bonds, recognizances, undertakings or surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company, in their own proper persons. Provided however, that this power of attorney limits the acts of those named herein; and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States, not to exceed Fifty Million and No/100 ($50,000,000) in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company, and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company, in its name and as it acts, to execute and acknowledge for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with powerto attach thereto the seal ofthe Company. Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED: That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and cert'rfication in respect thereto, granted and executed by the President or Vice President in conjunction with any Vice President of the Company, shall be binding on the Company to the same extent as if all signatures therein were manually affixed, even though one or more of any such signatures thereon may be facsimile. (Adopted October7,1981 - The Hanover Insurance Company; Adopked April 14,1982 - Massachusetts Bay Insurance Company; Adopted September 7, 2001-Citizens Insurance Company of America and affirmed by each Company on March 24, 2014) IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY, MASSACHUSETTS BAY INSURANCE COMPANYand CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals, duly attested by two Vice Presidents, this 12'h day of September, 2023 � �;� ✓��`�,i t'�tiu"b�;��ti rri,"'�i� � �, . ,+� �'1 e �,�' a��1�'�n+a.,.�SY. d � Lrlf� h�.rv��u l' � ,�r �� 1 WAJ w �� h¢ f�iOUYC� {RSWf�pCt �,U171N�q1' 1N�qchosstb B�y lnsrrrntt Compaay Citiuns In�unntt CompwnyAf Americq �� V �., J H. K�wf�ckl, Vtca Prostdant 7lic tiauuvcr lesurancc Cumpany � aoDuaetu 8a,r losunncc Coropeny t ss Insurwncx Compnny ofAmerka Ilen M. Mandoaa, Yica President STATE OF CONNECTICUT ) COUNN OF HARTFORD ) ss. On this 12'�' day of September, 2023 before me came the above named Executive Vice President and Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, to me personaily I<nown to be the individuals and officers described herein, and aci<nowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, respectively, and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. Wendy Latoumas � Not2ry PubUc, Staie ot Connecticut My Corrkrit�sbn Exp'res Jui 31. 2D25 i u �1� ' l � '��'! ' "'�� -`�---�-� ----� _ W�ndy l,atou ' � es� ol�ry �u��c � _ � Hly ccmmlasi n cx irQs Juty 31, 2025 I, the undersigned Vice President of The Hanover Insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America, hereby certifythatthe above and foregoing is a full, true and correct copy of the Original Power of Attorney issued by said Companies, and do hereby further certify that the said Powers of Attorney are still in force and effect. ��" GIVEN under my hand and the seals of said Companies, at Worcester, Massachusetts, this�� "day of -� j'-' � �vr/ ��t� / CERTIFIED COPY 'Ibe � a Issunnce ampa Nr s�e b Wr Inc p�ny CI n eur� ce Am ' ahn Rowcddcr, Vicc Pml6cat � 'ihe Insurance Group° The Hanover Insurance Company � 440 Lincoin Street, Worcester, MA 01653 Gtizens Insurance Company of Am�rica � 645 West Grand River Avenue, Howell, MI 48843 ��Xc1S �OP11p�c`l.111� �iO�I�G' ,�,_`, _ , �. _. To obtain informatian or make a complaini: You may call ihe Hanover Insurance Company/Citizens Insurance Company of America's toll-free telephone number for information or to make a complaini at: :�� :�_ �. AVISO IMPORiANiE Para obfener informacian o para someter u�a qu�ja: Usted puede flamar al numero de telefono graiis de The Hanover Insurance Company/Citizens Insurance Company of America.'s para informacion o para somefier una queja al: :�� .�: : !.- Yau may also write fio Yhe Hanover Insurance Company/ Usied �ambien pued� escr�bir a. The I�aro��r l�nsura.nc� Citizens Insurance Company of America af: Company/Citizens Insurance Company of America al; 440 Lincoln Street Worcester, MA 0161� You may contacfi the ie>cas Department of. Insurance fo obtain information c�n companies, coverages, rights or complaints at: �-.i+ p=, You may write ihe iexas Departmenf of Insurance P. O. Box 1491 Q4 Austin, TX 78714-9104 Fax: (51�) 475-1771 Web: http:l/www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.fx.us ti � _. � � .... � �. �. � Should you have a dispute conceming your premium or about a claim you should confaci fhe agent or the com- pany �irst. If the dispute is not reso(ved, you may contact the Texas Depar�meni of Insurance. A'ii'�Cli THI� ►�OiIC� `�O YOl1R �OLICIP: ihis no�ice is for information only and does not become a part or con- dition of the attached documeni. 440 Lincoln Street Worcester, MA 01615 Puede comunica�se con el Departamen�o de Seguros de iexas para obfiener informacion acerca de companias, coberturas, derechos o quejas al: :11 =t :: Puede escribir al Departamento de Seguros de iexas: P, O. �ox 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.�exas.gov E-rr►ail: ConsumerProtection@f�i.��ate.��t.u� / � � ��. � i � '.. � • . 1 • •..' .f ` � .... Si tiene una disputa concemiente a su prima o a un reo- lamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamen�o (1'DI), ll�IA E�i� AlIISO � S�1 POLI�: Es�e aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. �Ot-1457 (5/1� oo6i2s-i CERTIFICATE OF INSURANCE Page 1 of 1 SECTION 00 6125 CERTIFICATE OF INSURANCE END OF SECTION CITY OF FORT WORTH WALNU f CKEEK S5 1NTEILC'�:l'"f'Di� EX i�:VSiON — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS C1TY PROJrCT NO: i f�34 ! 4-? Revised July 1, 2011 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 – Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article 2 – PreliminaryMatters.........................................................................................................................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............................................................................................................................11 Article 4 – Availabilityof Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availabilityof 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; Optionto Replace...........................................................19 Article 6 – Contractor’s Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 GeneralWarranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegationof 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 Acceptabilityof Work.....................38 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 Executionof Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notificationto Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 – Cost ofthe Work; Allowances; Unit Price Work; Plans QuantityMeasurement......................41 11.01 Cost ofthe Work.........................................................................................................................41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans QuantityMeasurement......................................................................................................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, Removalor 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 CityMayStop the Work.............................................................................................................49 13.06 Correctionor Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work...................................................................................................51 13.09 CityMayCorrect 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 Warrantyof 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 – Suspensionof Work and Termination........................................................................................57 15.01 CityMaySuspend Work.............................................................................................................57 15.02 CityMayTerminate for Cause...................................................................................................58 15.03 CityMayTerminate For Convenience.......................................................................................60 Article 16 – Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 Article 17 – Miscellaneous..............................................................................................................................62 17.01 Giving Notice..............................................................................................................................62 17.02 Computationof Times................................................................................................................62 17.03 Cumulative Remedies.................................................................................................................62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used inthese GeneralConditions or inother 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 ofother 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 bythe 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 bythe CityCouncil for the Cityto 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 entitywho submits a Bid directlyto 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 securityof 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, generallyMondaythrough Friday, except for federal or state holidays observed bythe City. 11.Calendar Day – A dayconsisting of 24 hours measured from midnight to the next midnight. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 ofthe 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 dulyauthorized 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 moneyor services by a third partyis 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 writtenor 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 withthe 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 entitywith whom Cityhas entered into the Agreement. 23.Cost of the Work—See Paragraph 11.01ofthese General Conditions for definition. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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, Cityor 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 Cityof Fort Worth, Texas, or his dulyappointed 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 appointedrepresentative, assistant, or agents. 30. Director of Water Department – The officially appointed Director of the Water Department ofthe Cityof 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 bythe last ofthe 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 Documentsorof quantitiesorforotherreasons for which no prices are provided in the Contract Documents. Extra work shall be part ofthe 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 satisfactionofthe City. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 withthe Contract Documents. 38.General Requirements—Sections of Division 1 ofthe 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 propertyexposedthereto. 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 fromtime 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% ofthe 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 ofthe 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 withother non-Hazardous Waste and crude oils. 49.Plans –See definition of Drawings. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 Workto 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 EnergyAct 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 portionof the Work will be judged. 57.Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and thetime requirementsto 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 whichthe Workis to be performed, including rights-of-way, permits, and easements for access thereto, and suchother 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 ofthe Work at the Site. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 6 of 63 62. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information whichare specificallypreparedor assembled by or for Contractor and submitted by Contractor to illustrate some portionofthe 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 Cityand 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 byContractor 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, stormwater, other liquids or chemicals, or traffic or other control systems. 69 Unit Price Work—See Paragraph 11.03ofthese General Conditions for definition. 70. Weekend Working Hours –Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sundayor 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 bythe 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 periodof not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 referredto inthe Contract Documents; or c. has been damaged prior to City’s written acceptance. D. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 – PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished uponrequest 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 Proceedmay be givenno earlier than14 days afterthe Effective Dateofthe Agreement, unless agreed to by both parties in writing. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 bythe City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance withthe 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 byall. 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 ofthe Contract Documents shall be issued byCity. 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 sectionor whetheror 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,orto Laws or Regulations, whether suchreference bespecificor byimplication, 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 maybe 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 withthe provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 11 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 obtainedor derived from suchelectronic files willbe at theuser’ssolerisk. If thereisadiscrepancy 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 readabilityof documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used bythe data’s creator. ARTICLE 4 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance withthe schedule set forthin 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 byothers. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal descriptionof the lands upon which the Work is to be performed. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 SupplementaryConditions 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 relyas 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 shownor 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; CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 emergencyas required byParagraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to anyadjustment 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 ofthe examinationof the Contract Documents or the Site;or 3. Contractor failed to give the written notice as required byParagraph 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 informationor data provided byothers; 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 shownor 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 fromthe 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 safetyand protectionof 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 constructionstakesor other customarymethodof 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 Citywhenever 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 bythe Contractor or anyof his employees, the full cost for replacing suchpoints 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 ofthe 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 affectedthereby (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 affectedareauntilafter Cityhasobtainedany 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 underwhich such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonablebelief it isunsafe, or doesnot 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 portionof the Work performed byCity’s own forcesor 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 ConditioncreatedbyContractor 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 uncoveredor revealed at the Site. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 SupplementaryConditions. 5.02 Performance, Payment, and MaintenanceBonds 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 bythe City. C. All bonds shall be in the form prescribed bythe 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 onthe date the agent or attorney-in-fact signed each bond. D. If the suretyon anybond 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 of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the SupplementaryConditions, certificates of insurance (other evidence of insurance requested byCityor 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 SupplementaryConditions as “AdditionalInsured”on all liabilitypolicies. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 inthe certificate of insurance provided to the City. 3. The certificate shall be signed byanagent 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& CasualtyGuide 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 Cityis 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 primarycoverage. 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 bythe cost ofthe 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 byCity. 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 bythe 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 historyofthe industryaswellasofthe contractingpartytotheCity. TheCityshall berequired to provide prior notice of 90 days, and the insurance adjustments shall be incorporatedintothe Work byChange 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 thepolicyand endorsementsto therequirementsofthe Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either partyor the underwriter on anysuch 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’ CompensationAct (TexasLabor Code, Ch. 406, asamended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protectionfromclaims 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, anySubcontractor 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 anyof 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 ofthem 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 SupplementaryConditions. 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 within10 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 reasonablyrequest.IfContractordoesnot 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 proceduresof construction. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 bynoon ofthe 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 GeneralRequirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the durationof the Contract in accordance withthe 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 mayonly 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 submittedto City for review under the circumstances described below. 1. “Or-Equal” Items:If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval ofthe proposeditem 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 equalto an item so named if: a. the Citydetermines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed bythe design concept ofthe completed Project as a functioning whole; and 3) it has a proven record of performance and availabilityof responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the Cityor 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 suitedto 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 completionontime; 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; CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 itemfrom 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 byanyresulting change. B.Substitute ConstructionMethodsorProcedures: 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 proposalor submittalmade pursuantto Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnishadditionaldata about theproposed 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.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 byChange Order. H. TimeExtensions: 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 onthe Contract, unless otherwise approved bythe 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 Cityas indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority and Women Business Enterprise Compliance: It is City policy to ensure the full and equitable participationbyMinorityand Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Business Enterprise Ordinance (as amended) bythe following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by MWBE onthe Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, uponrequest byCity, allowan audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract inaccordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less thanthree years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due anysuch Subcontractor, Supplier, or other individual or entity except as may otherwise be required byLaws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, andother individuals or entities performing or furnishing anyof the Workunder adirect or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any ofthe Work shall communicate with Citythrough 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 dayor part ofthe daythat the worker is paid less thanthe prevailing wagerates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C.Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 26 of 63 D.ArbitrationRequired if Violation Not Resolved. An issue relating to analleged violationof 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 byagreement 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 11th 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 finalandbindingonallparties 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 ofChapter 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 Subcontractorsto complywith Paragraphs Athrough G above. 6.08 Patent Fees andRoyalties 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 inthe 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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.B. City shall pay all charges of utilityowners for connections for providing permanent service to the Work. B.City obtainedpermitsandlicenses. 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 Cityapproves 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 Citywill obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental QualityPermits 4. Railroad CompanyPermits 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 anyLaws 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 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://comptroller.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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 29 of 63 3. Should anyDamage Claim be made byanysuchowneroroccupant becauseofthe performance ofthe Work, Contractor shall promptlyattempt 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 andother areas free from accumulations ofwaste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conformto applicable Laws and Regulations. C. Site Maintenance Cleaning:24 hours after written notice is given to the Contractor that the clean-up onthe 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 bythe 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 propertyto 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injuryor loss to: 1. all persons onthe Site or who may be affected bythe 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 courseof 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 oftheir property. C. Contractor shall comply withthe applicable requirements of City’s safetyprograms, 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 entitydirectlyor indirectly employed byany 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 acceptedthe Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor’s designated safetyrepresentative 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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. IfCitydetermines that achange inthe 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 onthe 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 shownonthe Submittals will be complete withrespect 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 byCity. 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 responsibilityof 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 tothe informationgiven 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 withthe 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 warrantyand guarantee. B. Contractor’s warrantyand 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 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.B. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 3/08/2024 00 72 00 - 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 ofthe 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 discriminatingagainst anypersonintheUnitedStates 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 anysuch other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper andsafeaccesstotheSite, provide a reasonable opportunity for the introductionand 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 byothers. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 SupplementaryConditions: 1. 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 authorityand responsibility will be itemized; and 3. the extent of such authorityand 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 Cityshall timely furnish the datarequired under theContract Documents. 8.03 Pay When Due Cityshall 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 identifyingand makingavailableto 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 Cityshall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, andApprovals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 performthe Work in accordance with the Contract Documents. B. Citywill notifythe Contractor of applicable safetyplans 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 Cityand also on Contractor, who shall performthe Work involved promptly. 9.04 Rejecting Defective Work Citywill have authorityto 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 onRequirements 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 acceptabilityof the Work thereunder. B. Citywill 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 bya Change Order which mayor may not precede anorder of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued bythe City. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 anyworkperformed 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. Cityand Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City’s correction of defective Work under Paragraph 13.09, or (iii) agreed to bythe parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including anyundisputed sumor amount oftime 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, andthe Cityinsists upon its performance, the Contractor shall proceed withthe 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 anyother effect on changed or unchanged work as a result ofthe change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a suretyof anychange 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 referredtothe Cityfor 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 oneof the following actions in writing: 1. denythe 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 resolutionof the Contract Claim, such notice shall be deemed a denial. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 41 of 63 D. City’s written action under Paragraph 10.06.C will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such actionor denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance withthis 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 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additionalor incrementalcosts required becauseof the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, 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 byCity. 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 withthe 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 royaltypayments 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 thanthe negligence ofContractor, 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 ofthe Work shall not include anyof 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 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor’s fee. 2. Expenses of Contractor’s principal and branch offices other than Contractor’s office at the Site. 3. Any part of Contractor’s capital expenses, including interest on Contractor’s capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good anydamage to property. 5. Other overheador generalexpense costs of anykind. C. Contractor’s Fee: When all the Work is performed on the basis of cost-plus, Contractor’s fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor’s fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation:Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdowntogether 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: CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 44 of 63 a. the pre-bid allowances include the cost to Contractor of materials and equipment required bythe 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 correspondinglyadjusted. 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 sumofthe unit price for each separatelyidentified item ofUnit Price Worktimes the estimated quantityof 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 Citysubject 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 incidentalwork included as part ofthe 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 fromthe estimated quantityof 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 bya Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended bya Change Order in accordance with Article 12. 4. A significant change in the character of workoccurs 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% fromthe 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 onthe 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 mayor may not represent the exact quantityof workperformed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised bythe governing Sectionor 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 quantityof 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 quantityItem iftheCityand Contractoragree inwritingto fixthe finalquantityasaplans quantity. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 TIME 12.01 Change of Contract Price A. The Contract Price mayonly be changed bya Change Order. B. The value of any Work covered bya Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by applicationof 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.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor’s fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor’s Fee:The Contractor’s additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost ofthe Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.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 11.01.A.4 and 11.01.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 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent ofthe costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.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 incost will be the amount of the actual net decrease incost 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 bya 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 delayadversely affects the criticalpath. 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 inanamount equal to the time lost dueto suchdelay 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 onor in connection with anyother 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 controlof 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 informationor material, if any, which is to be furnished bythe City. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 safetyprocedures 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 responsibilityfor 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, whichshall be paid as described in the SupplementaryConditions. 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 byContractor. Citywill 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 ofworkofothers);orCityshall be entitled to accept defective Work in accordance withParagraph13.08 in whichcase Contractor shall still be responsible for all costsassociated 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 stopthe Work, or anyportion 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, anySupplier, anyother individual or entity, or anysuretyfor, or employee or agent of anyof 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). Failureto requirethe removalofanydefective Work shall not constitute acceptanceof 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 Workthat is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work ofothers 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 costsof repair or replacement of work ofothers) will be paid byContractor. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 limitationor 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 evaluationof 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 remedyany 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 necessaryrevisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 13.09. ARTICLE 14 – PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required bythe 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 Cityhas 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 associatedwith 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 53 of 63 B. Reviewof 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’sobservationsoftheexecutedWork, andonCity’sreviewof theApplicationfor 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 anysuch payment will not therebybe deemed to have representedthat: a. inspections made to checkthe 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 byCityor entitle Cityto withhold payment to Contractor;or c. Contractor has complied with Laws and Regulations applicable to Contractor’s performance ofthe 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 subcontractorsrequiring correctionor replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced byChange Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 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 withthe 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 areother items entitling Cityto 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 deductionofthe amount so withheld. Cityshall 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 ofthe 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 Workready 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 byCity. 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, Citywill 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 necessaryto complete such Workor 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. 1. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 2. Should the City concur that Substantial Completion has been achieved with the exception of any Punch List Items, Contract Time will resume for the duration it takes for Contractor to achieve Final Acceptance. 14.06 Final Acceptance Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, Citywill issue to Contractor a letter of Final Acceptance. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 previouslydelivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required byParagraph 5.03; b. consent ofthe 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 (satisfactoryto City) ofallLienrights 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. directlybythe 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 CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 anyact or neglect of Cityrelated to or connected withthe 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 bythese 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 anysuch 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 temporarystructures 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 justifytermination for cause: 1. Contractor’s persistent failure to perform the Work in accordance withthe 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 bodyhaving jurisdiction; 3. Contractor’s repeated disregard ofthe 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 correctionof which has been directed in writing bythe 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 financiallyunable to carryonthe Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. Ifone or moreofthe events identified in Paragraph15.02A. occur, Citywill 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 performthe Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Suretydoes not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 suchunpaid 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 requiredto 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 completionofthe said Work, or anyportionthereof, 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 byCity 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.B, Contractor’s services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor’s services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retentionor payment of moneys due Contractor byCitywill 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. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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. Anyterminationshallbe effected bymailing a noticeoftheterminationtothe 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 PostalService 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 ofthe City regarding such discretionaryaction. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stopworkunderthe Contract onthedateand totheextent specified inthenoticeof termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completionof such portionof 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 oftermination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed bythe 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 Workterminated bythe notice ofthe 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 mayacquire 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 quantityand quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directedor authorized byCity. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 withthe 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 directlyattributable 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 ofinformation available to it,theamount, if any, dueto theContractor byreasonofthe 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 suchtermination. 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 ofthe request. C. If the Contract Claim is not resolved by mediation, City’s action under Paragraph 10.06.C or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination ofthe mediation unless, within that time period, Cityor Contractor: CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the SupplementaryConditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 – MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address knownto the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmationof receipt bythe 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 Saturdayor Sundayor on a day made a legal holiday the next Working Day shall become the last day ofthe period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunderto the parties hereto are inadditionto, 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 theyapply. CITYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:3/08/2024 007200 -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 ofthe Contract or terminationof the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these GeneralConditions. 00 73 00 SUPPLEMENTARY CONDITIONS Page 1 of 6 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS 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- 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. The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of May 8, 2024: Outstanding Right-Of-Way, and/or Easements to Be Acquired PARCEL NUMBER OWNER TARGET DATE OF POSSESSION 9, 10, 11, 12, Dry Ranch LLC Writ of Possession 13, 14, 15 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. SC- 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 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 May 8, 2024: EXPECTED OWNER UTILITY AND LOCATION TARGET DATE OF ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A. The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Report No. 128-21-112, dated January 2022, prepared by CMJ Engineering, a sub- consultant of Dunaway Associates LLC a consultant of the City, providing additional information on existing geotechnical conditions at the project site. 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: Walnut Creel Sanitary Sewer Interceptor Extension Phase 2, Sheet 10 SC-4.06A. The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A. The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Dunaway Associates, LLC. (3) Other: None SC-5.04A. 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 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 SC-5.04B. 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum 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. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C. 5.04C. Automobile Liability, under Paragraph GC-5.04C. 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. material deliveries to cross railroad properties and tracks: None 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 Contrac 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 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 occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 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 -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. -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. 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 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. SC- Project schedule shall be Tier 3 for the project. SC-6.07 A.. The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: Heavy and Highway Construction Projects. https://apps.fortworthtexas.gov/ProjectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 General Conditions SC-6.09. SC- The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 1. Tarrant County Utility Permit 00 73 00 SUPPLEMENTARY CONDITIONS Page 5 of 6 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 SC- The following are known permits and/or licenses required by the Contract to be acquired by the City: 1. Tarrant County Floodplain Development Permit 2. Various Midstream Pipeline Crossing LONOs SC- The following is a list of known outstanding permits and/or licenses to be acquired, if any as of May 8, 2024: Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None. SC-6.24B , Civil Rights Act of 1964 as amended During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "Contractor") agrees as follows: 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to nondiscrimination in Federally-assisted programs of the Department of Transportation (hereinafter, (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall not discriminate on the grounds of race, color, or national origin, in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The Contractor shall not participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the Regulations, including employment practices when the contract covers a program set forth in Appendix B of the Regulations. 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all solicitations either by competitive bidding or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials or leases of equipment, each potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or national origin. 4. Information and Reports: The Contractor shall provide all information and reports required by the Regulations or directives issued pursuant thereto, and shall permit access to its books, records, accounts, other sources of information and its facilities as may be determined by City or the Texas Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish this information the contractor shall so certify to the City, or the Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the Texas Department of Transportation may determine to be appropriate, including, but not limited to: a. withholding of payments to the Contractor under the Contract until the Contractor complies, and/or b. cancellation, termination or suspension of the Contract, in whole or in part. 00 73 00 SUPPLEMENTARY CONDITIONS Page 6 of 6 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 13414-2 Revised March 8, 2024 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02. 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 Tarrant County Project Inspection Inspection-Roadway & Drainage SC-8.01 None. SC-9.01.Manager Manager for this Contract is Preeti KC, P.E., or his/her successor pursuant to written notification from the Director of Chris Harder, P.E. SC- None. SC- None. END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01 wording changed Manager. 3/9/2020 D.V. Magaña SC-6.07, Updated the link such that files can be accessed via 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 01 11 00 - 1 SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 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. 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, the resulting cost and/or time reduction will be documented by Change Order in accordance with the General Conditions. 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 4. No additional contract time will be given for substitution. 5. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Cit opinion, acceptance will require substantial revision of the original design d. In the opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 17, 2012 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. 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 01 31 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 17, 2012 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d.k 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 l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u.g water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments 01 31 19 - 3 PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 17, 2012 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 31 20 - 1 PROJECT MEETINGS Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 31 20 PROJECT MEETINGS [Specifier: This Specification is intended for use on projects designated as Tier 3 or Tier 4.] PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for project meetings throughout the construction period to enable orderly review of the progress of the Work and to provide for systematic discussion of potential problems B. Deviations this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. 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 01 31 20 - 2 PROJECT MEETINGS Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 a. Contractor b. Project Representative c. Other City representatives 4. Meeting Schedule a. In general, the neighborhood meeting will occur within the 2 weeks following the pre-construction conference. b. In no case will construction be allowed to begin until this meeting is held. C. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as- needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e.representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards l. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other contracts of the Project n. Review Record Documents o. Review monthly pay request 01 31 20 - 3 PROJECT MEETINGS Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 p. Review status of Requests for Information 6. Meeting Schedule a. Progress meetings will be held periodically as determined by the Project Representative. 1) Additional meetings may be held at the request of the: a) City b) Engineer c) Contractor 7. Meeting Location a. The City will establish a meeting location. 1) To the extent practicable, meetings will be held at the Site. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 32 16 - 1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 SECTION 01 32 161 CONSTRUCTION SCHEDULE2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. General requirements for the preparation, submittal, updating, status reporting and 6 management of the Construction Progress Schedule7 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 8 Document9 B. Deviations from this City of Fort Worth Standard Specification10 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 Contract13 2. Division 1 – General Requirements14 D. Purpose15 The City of Fort Worth (City) is committed to delivering quality, cost-effective 16 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 17 properly structured schedule with accurate updates. This supports effective monitoring 18 of progress and is input to critical decision making by the project manager throughout 19 the life of the project. Data from the updated project schedule is utilized in status 20 reporting to various levels of the City organization and the citizenry.21 22 This Document complements the City's Standard Agreement to guide the construction 23 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 24 City in project delivery. The expectation is the performance of the work follows the 25 accepted schedule and adhere to the contractual timeline.26 27 The Contractor will designate a qualified representative (Project Scheduler) responsible 28 for developing and updating the schedule and preparing status reporting as required by 29 the City.30 1.2 PRICE AND PAYMENT PROCEDURES31 A. Measurement and Payment32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item.34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor’s invoices until Contractor achieves said compliance.36 1.3 REFERENCES37 A. Project Schedules38 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 Each project is represented by City’s master project schedule that encompasses the 1 entire scope of activities envisioned by the City to properly deliver the work. When the 2 City contracts with a Contractor to perform construction of the Work, the Contractor3 will develop and maintain a schedule for their scope of work in alignment with the 4 City’s standard schedule requirements as defined herein. The data and information of 5 each such schedule will be leveraged and become integral in the master project 6 schedule as deemed appropriate by the City’s Project Control Specialist and approved 7 by the City’s Project Manager.8 9 1. Master Project Schedule10 The master project schedule is a holistic representation of the scheduled activities 11 and milestones for the total project and be Critical Path Method (CPM) based. The 12 City’s Project Manager is accountable for oversight of the development and 13 maintaining a master project schedule for each project. When the City contracts for 14 the design and/or construction of the project, the master project schedule will 15 incorporate elements of the Design and Construction schedules as deemed 16 appropriate by the City’s Project Control Specialist. The assigned City Project 17 Control Specialist creates and maintains the master project schedule in P6 (City’s 18 scheduling software).19 20 2. Construction Schedule21 The Contractor is responsible for developing and maintaining a schedule for the 22 scope of the Contractor’s contractual requirements. The Contractor will issue an 23 initial schedule for review and acceptance by the City’s Project Control Specialist 24 and the City’s Project Manager as a baseline schedule for Contractor’s scope of 25 work. Contractor will issue current, accurate updates of their schedule (Progress 26 Schedule) to the City at the end of each month throughout the life of their work.27 B. Schedule Tiers28 The City has a portfolio of projects that vary widely in size, complexity and content 29 requiring different scheduling to effectively deliver each project. The City uses a 30 “tiered” approach to align the proper schedule with the criteria for each project. The 31 City's Project Manager determines the appropriate schedule tier for each project, and 32 includes that designation and the associated requirements in the Contractor’s scope of 33 work. The following is a summary of the “tiers”.34 35 1. Tier 1: Small Size and Short Duration Project (design not required)36 The City develops and maintains a Master Project Schedule for the project. No 37 schedule submittal is required from Contractor. City’s Project Control Specialist 38 acquires any necessary schedule status data or information through discussions with 39 the respective party on an as-needed basis.40 41 2. Tier 2: Small Size and Short to Medium Duration Project42 The City develops and maintains a Master Project Schedule for the project. The 43 Contractor identifies “start” and “finish” milestone dates on key elements of their 44 work as agreed with the City’s Project Manager at the kickoff of their work effort. 45 The Contractor issues to the City, updates to the “start” and “finish” dates for such 46 milestones at the end of each month throughout the life of their work on the project.47 48 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration49 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 The City develops and maintains a Master Project Schedule for the project. The 1 Contractor develops a Baseline Schedule and maintains the schedule of their 2 respective scope of work on the project at a level of detail (generally Level 3) and in 3 alignment with the WBS structure in Section 1.4.H as agreed by the Project 4 Manager. The Contractor issues to the City, updates of their respective schedule5 (Progress Schedule) at the end of each month throughout the life of their work on the 6 project.7 C. Schedule Types8 Project delivery for the City utilizes two types of schedules as noted below. The City 9 develops and maintains a Master Project Schedule as a “baseline” schedule and issue 10 monthly updates to the City Project Manager (end of each month) as a “progress” 11 schedule. The Contractor prepares and submits each schedule type to fulfill their 12 contractual requirements.13 14 1. Baseline Schedule15 The Contractor develops and submits to the City, an initial schedule for their scope 16 of work in alignment with this specification. Once reviewed and accepted by the 17 City, it becomes the “Baseline” schedule and is the basis against which all progress 18 is measured. The baseline schedule will be updated when there is a change or 19 addition to the scope of work impacting the duration of the work, and only after 20 receipt of a duly authorized change order issued by the City. In the event progress is 21 significantly behind schedule, the City’s Project Manager may authorize an update 22 to the baseline schedule to facilitate a more practical evaluation of progress. An 23 example of a Baseline Schedule is provided in Specification 01 32 16.1 24 Construction Project Schedule Baseline Example.25 26 2. Progress Schedule27 The Contractor updates their schedule at the end of each month to represent the 28 progress achieved in the work which includes any impact from authorized changes 29 in the work. The updated schedule must accurately reflect the current status of the 30 work at that point in time and is referred to as the “Progress Schedule”. The City’s 31 Project Manager and Project Control Specialist reviews and accepts each progress 32 schedule. In the event a progress schedule is deemed not acceptable, the 33 unacceptable issues are identified by the City within 5 working days and the 34 Contractor must provide an acceptable progress schedule within 5 working days 35 after receipt of non-acceptance notification. An example of a Progress Schedule is 36 provided in Specification 01 32 16.2 Construction Project Schedule Progress 37 Example.38 D. City Standard Schedule requirements39 The following is an overview of the methodology for developing and maintaining a 40 schedule for delivery of a project.41 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 1. Schedule Framework - The schedule will be based on the defined scope of work 1 and follow the (Critical Path Methodology) CPM method. The Contractor’s 2 schedule will align with the requirements of this specification and will be cost 3 loaded to reflect their plan for execution. Compliance with cost loading can be 4 provided with traditional cost loading of line items OR a projected cost per 5 month for the project when the initial schedule is submitted, updated on a 6 quarterly basis is significant change is anticipated. Overall schedule duration 7 will align with the contractual requirements for the respective scope of work and be 8 reflected in City’s Master Project Schedule. The Project Number and Name of the 9 Project is required on each schedule and must match the City’s project data. 10 11 E. Schedule File Name12 All schedules submitted to the City for a project will have a file name that begins with 13 the City’s project number followed by the name of the project followed by baseline (if 14 a baseline schedule) or the year and month (if a progress schedule), as shown below.15 16 Baseline Schedule File Name17 Format: City Project Number_Project Name_Baseline18 Example: 101376_North Montgomery Street HMAC_Baseline19 20 Progress Schedule File Name21 Format: City Project Number_Project Name_YYYY-MM22 Example: 101376_North Montgomery Street HMAC_2018_0123 24 Project Schedule Progress Narrative File Name25 Format: City Project Number_Project Name_PN_YYYY-MM26 Example: 101376_North Montgomery Street HMAC_PN_2018_0127 28 F. Schedule Templates29 The Contractor will utilize the relevant sections from the City’s templates provided in 30 the City’s document management system as the basis for creating their respective 31 project schedule. Specifically, the Contractor’s schedule will align with the layout of 32 the Construction section. The templates are identified by type of project as noted 33 below.34 Arterials35 Aviation36 Neighborhood Streets37 Sidewalks (later)38 Quiet Zones (later)39 Street Lights (later)40 Intersection Improvements (later)41 Parks42 Storm water43 Street Maintenance44 Traffic45 Water46 47 G. Schedule Calendar48 01 32 16 - 5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 The City’s standard calendar for schedule development purposes is based on a 5-day 1 workweek and accounts for the City’s nine standard holidays (New Years, Martin 2 Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after 3 Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as 4 part of the schedule development process and provide to the Project Control Specialist 5 as part of the basis for their schedule. Variations between the City’s calendar and the 6 Contractor’s calendar must be resolved prior to the City’s acceptance of their Baseline 7 project schedule.8 9 H. WBS & Milestone Standards for Schedule Development10 The scope of work to be accomplished by the Contractor is represented in the schedule 11 in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 12 development of the schedule activities and shall be imbedded and depicted in the 13 schedule.14 15 The following is a summary of the standards to be followed in preparing and 16 maintaining a schedule for project delivery.17 18 1. Contractor is required to utilize the City’s WBS structure and respective 19 project type template for “Construction” as shown in Section 1.4.H below. 20 Additional activities may be added to Levels 1 - 4 to accommodate the needs 21 of the organization executing the work. Specifically, the Contractor will add 22 activities under WBS XXXXXX.80.83 “Construction Execution” that 23 delineates the activities associated with the various components of the work.24 25 2. Contractor is required to adhere to the City’s Standard Milestones as shown 26 in Section 1.4.I below. Contractor will include additional milestones 27 representing intermediate deliverables as required to accurately reflect their 28 scope of work.29 30 I. Schedule Activities31 Activities are the discrete elements of work that make up the schedule. They will be 32 organized under the umbrella of the WBS. Activity descriptions should adequately 33 describe the activity, and in some cases the extent of the activity. All activities are 34 logically tied with a predecessor and a successor. The only exception to this rule is for 35 “project start” and “project finish” milestones.36 37 The activity duration is based on the physical amount of work to be performed for the 38 stated activity, with a maximum duration of 20 working days OR a continuous activity 39 in one location.If the work for any one activity exceeds 20 days, break that activity 40 down incrementally to achieve this duration constraint. Any exception to this requires 41 review and acceptance by the City’s Project Control Specialist.42 43 J. Change Orders44 When a Change Order is issued by the City, the impact is incorporated into the 45 previously accepted baseline schedule as an update, to clearly show impact to the 46 project timeline. The Contractor submits this updated baseline schedule to the City for 47 01 32 16 - 6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 review and acceptance as described in Section 1.5 below. Updated baseline schedules 1 adhere to the following:2 3 1. Time extensions associated with approved contract modifications are limited to the 4 actual amount of time the project activities are anticipated to be delayed, unless 5 otherwise approved by the Program Manager.6 7 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 8 the date of receipt of the approved Change Order. 9 10 3. The changes in logic or durations approved by the City are used to analyze the impact 11 of the change and is included in the Change Order. The coding for a new activity(s) 12 added to the schedule for the Change Order includes the Change Order number in the 13 Activity ID. Use as many activities as needed to accurately show the work of the 14 Change Order. Revisions to the baseline schedule are not effective until accepted by 15 the City.16 K. City’s Work Breakdown Structure17 18 WBS Code WBS Name19 XXXXXX Project Name20 XXXXXX.30 Design21 XXXXXX.30.10 Design Contractor Agreement22 XXXXXX.30.20 Conceptual Design (30%)23 XXXXXX.30.30 Preliminary Design (60%)24 XXXXXX.30.40 Final Design25 XXXXXX.30.50 Environmental26 XXXXXX.30.60 Permits27 XXXXXX.30.60.10 Permits - Identification28 XXXXXX.30.60.20 Permits - Review/Approve29 XXXXXX.40 ROW & Easements30 XXXXXX.40.10 ROW Negotiations31 XXXXXX.40.20 Condemnation32 XXXXXX.70 Utility Relocation33 XXXXXX.70.10 Utility Relocation Co-ordination34 XXXXXX.80 Construction35 XXXXXX.80.81 Bid and Award36 XXXXXX.80.83 Construction Execution37 XXXXXX.80.85 Inspection38 XXXXXX.80.86 Landscaping39 XXXXXX.90 Closeout40 XXXXXX.90.10 Construction Contract Close-out41 XXXXXX.90.40 Design Contract Closure42 L. City’s Standard Milestones43 The following milestone activities (i.e., important events on a project that mark critical 44 points in time) are of particular interest to the City and must be reflected in the project 45 schedule for all phases of work.46 47 01 32 16 - 7 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 Activity ID Activity Name1 Design 2 3020 Award Design Agreement3 3040 Issue Notice to Proceed - Design Engineer4 3100 Design Kick-off Meeting5 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 6 Water & Sewer7 3150 Peer Review Meeting/Design Review meeting (technical)8 3160 Conduct Design Public Meeting #1 (required)9 3170 Conceptual Design Complete10 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 11 Parks, Storm Water, Water & Sewer12 3250 Conduct Design Public Meeting #2 (required)13 3260 Preliminary Design Complete14 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 15 Water & Sewer16 3330 Conduct Design Public Meeting #3 (if required)17 3360 Final Design Complete18 ROW & Easements 19 4000 Right of Way Start20 4230 Right of Way Complete21 Utility Relocation 22 7000 Utilities Start23 7120 Utilities Cleared/Complete24 Construction 25 Bid and Award 26 8110 Start Advertisement27 8150 Conduct Bid Opening28 8240 Award Construction Contract29 Construction Execution 30 8330 Conduct Construction Public Meeting #4 Pre-Construction31 8350 Construction Start32 8370 Substantial Completion33 8540 Construction Completion34 9130 Notice of Completion/Green Sheet35 9150 Construction Contract Closed36 9420 Design Contract Closed37 38 1.4 SUBMITTALS 39 A. Schedule Submittal & Review40 The City’s Project Manager is responsible for reviews and acceptance of the Contractor’s 41 schedule. The City’s Project Control Specialist is responsible for ensuring alignment of 42 the Contractor’s baseline and progress schedules with the Master Project Schedule as 43 support to the City’s Project Manager. The City reviews and accepts or rejects the 44 schedule within ten workdays of Contractor’s submittal.45 46 01 32 16 - 8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 1. Schedule Format1 The Contractor will submit each schedule in two electronic forms, one in native file 2 format (.xer, .xml, .mpx) and the second in a pdf format, in the City’s document 3 management system in the location dedicated for this purpose and identified by the 4 Project Manager. In the event the Contractor does not use Primavera P6 or MS 5 Project for scheduling purposes, the schedule information must be submitted in .xls or 6 .xlsx format in compliance with the sample layout (See Specification 01 32 16.1 7 Construction Project Schedule Baseline Example), including activity predecessors, 8 successors and total float.9 10 2. Initial & Baseline Schedule11 The Contractor will develop their schedule for their scope of work and submit their 12 initial schedule in electronic form (in the file formats noted above), in the City’s 13 document management system in the location dedicated for this purpose at least 5 14 working days prior to Pre Construction Meeting.15 16 The City’s Project Manager and Project Control Specialist review this initial schedule 17 to determine alignment with the City’s Master Project Schedule, including format & 18 WBS structure. Following the City’s review, feedback is provided to the Contractor19 for their use in finalizing their initial schedule and issuing (within five workdays) their 20 Baseline Schedule for final review and acceptance by the City.21 22 3. Progress Schedule23 The Contractor will update and issue their project schedule (Progress Schedule) by the 24 last day of each month throughout the life of their work on the project. The Progress 25 Schedule is submitted in electronic form as noted above, in the City’s document 26 management system in the location dedicated for this purpose.27 28 The City’s Project Control team reviews each Progress Schedule for data and 29 information that support the assessment of the update to the schedule. In the event 30 data or information is missing or incomplete, the Project Controls Specialist 31 communicates directly with the Contractor’s scheduler for providing same. The 32 Contractor re-submits the corrected Progress Schedule within 5 workdays, following 33 the submittal process noted above. The City’s Project Manager and Project Control 34 Specialist review the Contractor’s progress schedule for acceptance and to monitor 35 performance and progress.36 37 The following list of items are required to ensure proper status information is 38 contained in the Progress Schedule. 39 Baseline Start date40 Baseline Finish Date41 % Complete42 Float43 Activity Logic (dependencies)44 Critical Path45 Activities added or deleted46 Expected Baseline Finish date47 Variance to the Baseline Finish Date48 49 01 32 16 - 9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 B. Monthly Construction Status Report1 The Contractor submits a written status report (referred to as a progress narrative) at the 2 monthly progress meeting (if monthly meetings are held) or at the end of each month to 3 accompany the Progress Schedule submittal, using the standard format provided in 4 Specification 01 32 16.3 Construction Project Schedule Progress Narrative. The content 5 of the Construction Project Schedule Progress Narrative should be concise and complete 6 to include only changes, delays, and anticipated problems.7 8 C. Submittal Process9 Schedules and Monthly Construction Status Reports are submitted in in the City’s 10 document management system in the location dedicated for this purpose.11 Once the project has been completed and Final Acceptance has been issued by the 12 City, no further progress schedules or construction status reports are required from 13 the Contractor.14 1.15 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]16 1.6 CLOSEOUT SUBMITTALS [NOT USED]17 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]18 1.8 QUALITY ASSURANCE19 A. The person preparing and revising the construction Progress Schedule shall be 20 experienced in the preparation of schedules of similar complexity.21 B. Schedule and supporting documents addressed in this Specification shall be prepared, 22 updated and revised to accurately reflect the performance of the construction. 23 C. Contractor is responsible for the quality of all submittals in this section meeting the 24 standard of care for the construction industry for similar projects.25 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]26 1.10 FIELD [SITE] CONDITIONS [NOT USED]27 1.11 WARRANTY [NOT USED]28 1.12 ATTACHMENTS29 Spec 01 32 16.1 Construction Project Schedule Baseline Example30 Spec 01 32 16.2 Construction Project Schedule Progress Example31 Spec 01 32 16.3 Construction Project Schedule Progress Narrative32 33 01 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised October 6, 2023 1 PART 2 - PRODUCTS [NOT USED]2 PART 3 - EXECUTION [NOT USED]3 END OF SECTION4 5 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” 6 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 SECTION 01 32 16.11 CONSTRUCTION SCHEDULE – BASELINE EXAMPLE2 PART 1 - GENERAL3 The following is an example of a Contractor’s project schedule that illustrates the data and 4 expectation for schedule content depicting the baseline for the project. This version of the 5 schedule is referred to as a “baseline” schedule. This example is intended to provide 6 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 7 Specification 01 32 16 Construction Schedule for details and requirements regarding the 8 Contractor’s project schedule.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 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 01 32 16.1 CONSTRUCTION PROGRESS SCHEDULE – BASELINE EXAMPLE Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 END OF SECTION1 2 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification 3 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 SECTION 01 32 16.21 CONSTRUCTION SCHEDULE – PROGRESS EXAMPLE2 PART 1 - GENERAL3 The following is an example of a Contractor’s project schedule that illustrates the data and 4 expectation for schedule content depicting the progress for the project. This version of the 5 schedule is referred to as a “progress” schedule. This example is intended to provide 6 guidance for the Contractor when developing and submitting a progress schedule. See 7 CFW Specification 01 32 16 Construction Schedule for details and requirements regarding 8 the Contractor’s project schedule.9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 1 01 32 16.2 CONSTRUCTION PROGRESS SCHEDULE – PROGRESS EXAMPLE Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised August 13, 2021 END OF SECTION1 2 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue May 7, 2021 M Owen Revised name due to revising the schedule specification 3 01 32 16.3 –PROGRESS NARRATIVE Page 1of 1 City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects Revised August 13, 2021 Page 1of 1 SECTION 01 32 16.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Contractor Company Name: City Project No : Contractor Schedule Contact: City Project Manager: A. List of activities changedin the reporting period. 1.(insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List any potential delays and provide mitigation actions 1.(insert text here) 2. (insert text here) 3. (insert text here) C. List any actual delays and provide recovery actions 1.(insert text here) 2. (insert text here) 3. (insert text here) 01 32 33 - 1 PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 01 32 33 - 2 PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 33 00 - 1 SUBMITTALS Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SECTION 01 33 00 SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. 01 33 00 - 2 SUBMITTALS Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 ½ inches x 11 inches to 8 ½ inches x 11inches. 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 01 33 00 - 3 SUBMITTALS Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City’s Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City’s Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs 01 33 00 - 4 SUBMITTALS Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City’s Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) 01 33 00 - 5 SUBMITTALS Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 01 33 00 - 6 SUBMITTALS Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. 01 33 00 - 7 SUBMITTALS Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with “RFI” followed by series number, “-xxx”, beginning with “01” and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 01 33 00 - 8 SUBMITTALS Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 01 35 13 - 1 SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 SECTION 01 35 131 SPECIAL PROJECT PROCEDURES2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. The procedures for special project circumstances that includes, but is not limited to:6 a. Coordination with the Texas Department of Transportation7 b. Work near High Voltage Lines8 c. Confined Space Entry Program9 d. Use of Explosives, Drop Weight, Etc.10 e. Water Department Notification11 f. Public Notification Prior to Beginning Construction12 g. Coordination with United States Army Corps of Engineers13 h. Coordination within Railroad permits areas14 i. Dust Control15 j. Employee Parking16 B. Deviations from this City of Fort Worth Standard Specification17 1. None.18 C. Related Specification Sections include, but are not necessarily limited to:19 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract20 2. Division 1 General Requirements21 3. Section 33 12 25 Connection to Existing Water Mains22 1.2 PRICE AND PAYMENT PROCEDURES23 A. Measurement and Payment24 1. Coordination within Railroad permit areas25 a. Measurement26 1) Measurement for this Item will be by lump sum.27 b. Payment28 1) The work performed and materials furnished in accordance with this Item 29 will be paid for at the lump sum price bid for Railroad Coordination.30 c. The price bid shall include:31 1) Mobilization32 2) Inspection33 3) Safety training34 4) Additional Insurance35 5) Insurance Certificates36 6) Other requirements associated with general coordination with Railroad, 37 including additional employees required to protect the right-of-way and 38 property of the Railroad from damage arising out of and/or from the 39 construction of the Project.40 2. Railroad Flagmen41 a. Measurement42 01 35 13 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 1) Measurement for this Item will be per working day.1 b. Payment2 1) The work performed and materials furnished in accordance with this Item 3 will be paid for each working day that Railroad Flagmen are present at the 4 Site.5 c. The price bid shall include:6 1) Coordination for scheduling flagmen7 2) Flagmen8 3) Other requirements associated with Railroad9 3. All other items10 a. Work associated with these Items is considered subsidiary to the various Items 11 bid. No separate payment will be allowed for this Item.12 1.3 REFERENCES13 A. Reference Standards14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited.17 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 18 High Voltage Overhead Lines.19 1.4 ADMINISTRATIVE REQUIREMENTS20 A. Coordination with the Texas Department of Transportation21 1. When work in the right-of-way which is under the jurisdiction of the Texas 22 Department of Transportation (TxDOT):23 a. Notify the Texas Department of Transportation prior to commencing any work 24 therein in accordance with the provisions of the permit25 b. All work performed in the TxDOT right-of-way shall be performed in 26 compliance with and subject to approval from the Texas Department of 27 Transportation28 B. Work near High Voltage Lines29 1. Regulatory Requirements30 a. All Work near High Voltage Lines (more than 600 volts measured between 31 conductors or between a conductor and the ground) shall be in accordance with 32 Health and Safety Code, Title 9, Subtitle A, Chapter 752.33 2. Warning sign 34 a. Provide sign of sufficient size meeting all OSHA requirements.35 3. Equipment operating within 10 feet of high voltage lines will require the following 36 safety features 37 a. Insulating cage-type of guard about the boom or arm38 b. Insulator links on the lift hook connections for back hoes or dippers 39 c. Equipment must meet the safety requirements as set forth by OSHA and the 40 safety requirements of the owner of the high voltage lines41 4. Work within 6 feet of high voltage electric lines42 a. Notification shall be given to:43 1) The power company (example: ONCOR)44 a) Maintain an accurate log of all such calls to power company and record 45 action taken in each case.46 01 35 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 b. Coordination with power company1 1) After notification coordinate with the power company to:2 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 3 lower the lines4 c. No personnel may work within 6 feet of a high voltage line before the above 5 requirements have been met.6 C. Confined Space Entry Program7 1. Provide and follow approved Confined Space Entry Program in accordance with 8 OSHA requirements.9 2. Confined Spaces include:10 a. Manholes11 b.for 12 Confined Spaces13 D. Use of Explosives, Drop Weight, Etc.14 1. When Contract Documents permit on the project the following will apply:15 a. Public Notification16 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 17 prior to commencing. 18 2) Minimum 24 hour public notification in accordance with Section 01 31 1319 E. Water Department Coordination20 1. During the construction of this project, it will be necessary to deactivate, for a 21 period of time, existing lines. The Contractor shall be required to coordinate with 22 the Water Department to determine the best times for deactivating and activating 23 those lines.24 2. Coordinate any event that will require connecting to or the operation of an existing 25 26 a. Coordination shall be in accordance with Section 33 12 25.27 b. If needed, obtain a hydrant water meter from the Water Department for use 28 during the life of named project. 29 c. In the event that a water valve on an existing live system be turned off and on 30 to accommodate the construction of the project is required, coordinate this 31 activity through the appropriate City representative. 32 1) Do not operate water line valves of existing water system. 33 a) Failure to comply will render the Contractor in violation of Texas Penal 34 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 35 will be prosecuted to the full extent of the law. 36 b) In addition, the Contractor will assume all liabilities and 37 responsibilities as a result of these actions.38 F. Public Notification Prior to Beginning Construction39 1. Prior to beginning construction on any block in the project, on a block by block 40 basis, prepare and deliver a notice or flyer of the pending construction to the front 41 door of each residence or business that will be impacted by construction. The notice 42 shall be prepared as follows:43 a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to 44 beginning any construction activity on each block in the project area. 45 1) Prepare flyer on the C include the following 46 information: 47 01 35 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 a) Name of Project1 b) City Project No (CPN)2 c) Scope of Project (i.e. type of construction activity)3 d) Actual construction duration within the block4 e) Name of phone number5 f) Name phone number 6 g) C -hours phone number7 2)-as Exhibit 8 A.9 3) City of Fort Worth Door Hangers will be provided to the Contractor for 10 distribution with their notice.11 4) Submit schedule showing the construction start and finish time for each 12 block of the project to the inspector. 13 5) Deliver flyer to the City Inspector for review prior to distribution.14 b. No construction will be allowed to begin on any block until the flyer and door 15 hangers are delivered to all residents of the block. 16 G. Public Notification of Temporary Water Service Interruption during Construction17 1. In the event it becomes necessary to temporarily shut down water service to 18 residents or businesses during construction, prepare and deliver a notice or flyer of 19 the pending interruption to the front door of each affected resident. 20 2. Prepared notice as follows:21 a. The notification or flyer shall be posted 24 hours prior to the temporary 22 interruption. 23 b. Prepare24 information: 25 1) Name of the project26 2) City Project Number27 3) Date of the interruption of service28 4) Period the interruption will take place29 5) Name of phone number 30 6) Name of the Cit31 c. A sample of the temporary water service interruption notification is attached as 32 Exhibit B.33 d. Deliver a copy of the temporary interruption notification to the City inspector 34 for review prior to being distributed. 35 e. No interruption of water service can occur until the flyer has been delivered to 36 all affected residents and businesses.37 f. Electronic versions of the sample flyers can be obtained from the Project 38 Construction Inspector.39 H. Coordination with United States Army Corps of Engineers (USACE)40 1. At locations in the Project where construction activities occur in areas where 41 USACE permits are required, meet all requirements set forth in each designated 42 permit.43 I. Coordination within Railroad Permit Areas44 1. At locations in the project where construction activities occur in areas where 45 railroad permits are required, meet all requirements set forth in each designated 46 railroad permit. This includes, but is not limited to, provisions for:47 a. Flagmen48 01 35 13 - 5 SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 b. Inspectors1 c. Safety training2 d. Additional insurance3 e. Insurance certificates4 f. Other employees required to protect the right-of-way and property of the 5 Railroad Company from damage arising out of and/or from the construction of 6 the project. Proper utility clearance procedures shall be used in accordance 7 with the permit guidelines.8 2. Obtain9 requirements.10 3. Railroad Flagmen11 a. Submit receipts to City for verification of working days that railroad flagmen 12 were present on Site.13 J. Dust Control14 1. Use acceptable measures to control dust at the Site. 15 a. If water is used to control dust, capture and properly dispose of waste water.16 b. If wet saw cutting is performed, capture and properly dispose of slurry.17 K. Employee Parking18 1. Provide parking for employees at locations approved by the City.19 1.5 SUBMITTALS [NOT USED]20 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]21 1.7 CLOSEOUT SUBMITTALS [NOT USED]22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]23 1.9 QUALITY ASSURANCE [NOT USED]24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]25 1.11 FIELD [SITE] CONDITIONS [NOT USED]26 1.12 WARRANTY [NOT USED]27 1.13 PRODUCTS [NOT USED]28 1.14 EXECUTION [NOT USED]29 END OF SECTION30 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4.B Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E Added Contractor responsibility for obtaining a TCEQ Air Permit 3/11/2022 M Owen Remove references to Air Pollution watch Days and NCTCOG Clean construction Specification requirements. Clarify need for Door Hangers under in addition to contractor notification of public. 31 01 35 13 - 6 SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 EXHIBIT A1 2 3 4 5 Date:6 7 CPN No.:8 Project Name:9 Mapsco Location:10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY.19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21 OF THIS NOTICE.22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL:25 26 27 Mr. <> AT <TELEPHONE NO.>28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 830634 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL36 37 01 35 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH WALNUT CREEK INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.: 103414-2 Revised March 11, 2022 EXHIBIT B1 2 3 4 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the document management system, or another external FTP site approved by the City. 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) 4.ickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded management system. 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic c. Coordination 1) Contact City 1 week before water for construction is desired 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 55 26 -1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 SECTION 01 55 261 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. Administrative procedures for:6 a. Street Use Permit7 b. Modification of approved traffic control8 c. Removal of Street Signs9 B. Deviations from this City of Fort Worth Standard Specification10 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 Contract13 2. Division 1 – General Requirements14 3. Section 34 71 13 – Traffic Control15 1.2 PRICE AND PAYMENT PROCEDURES16 A. Measurement and Payment17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item.19 1.3 REFERENCES20 A.Reference Standards21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited.24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).25 1.4 ADMINISTRATIVE REQUIREMENTS26 A. Traffic Control27 1. General28 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian 29 traffic.30 b. When traffic control plans are included in the Drawings, provide Traffic 31 Controlin accordance with Drawings and Section 34 71 13.32 c. When traffic control plans are not included in the Drawings, prepare traffic 33 control plans in accordance with Section 34 71 13 and submit to City for 34 review. 35 1) Allow minimum 10 working days for review of proposed Traffic Control.36 01 55 26 -2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 2) A traffic control “Typical” published by City of Fort Worth, the Texas 1 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department 2 of Transportation (TxDOT) can be used as an alternative to preparing 3 project/site specific traffic control plan if the typical is applicable to the 4 specific project/site.5 B. Street Use Permit6 1. Prior to installation of Traffic Control, a City Street Use Permit is required.7 a. To obtain Street Use Permit, submit Traffic Control Plans to City 8 Transportation and Public Works Department.9 1) Allow a minimum of 5 working days for permit review.10 2) It is the Contractor’s responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed.12 C. Modification to Approved Traffic Control13 1. Prior to installation traffic control:14 a. Submit revised traffic control plans to City Department Transportation and 15 Public Works Department.16 1) Revise Traffic Control plans in accordance with Section 34 71 13.17 2) Allow minimum 5 working days for review of revised Traffic Control.18 3) It is the Contractor’s responsibility to coordinate review of Traffic Control 19 plans for Street Use Permit, such that construction is not delayed.20 D. Removal of Street Sign21 1. If it is determined that a street sign must be removed for construction, then contact 22 City Transportation and Public Works Department, Signs and Markings Division to 23 remove the sign.24 E. Temporary Signage25 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 26 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 27 Devices (MUTCD).28 2. Install temporary sign before the removal of permanent sign.29 3. When construction is complete, to the extent that the permanent sign can be 30 reinstalled, contact the City Transportation and Public Works Department, Signs 31 and Markings Division, to reinstall the permanent sign.32 F. Traffic Control Standards33 1. Traffic Control Standards can be found on the City’s website.34 1.5 SUBMITTALS [NOT USED]35 A. Submit all required documentation to City’s Project Representative.36 01 55 26 -3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]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 [NOT USED]5 1.11 FIELD [SITE] CONDITIONS [NOT USED]6 1.12 WARRANTY [NOT USED]7 PART 2 - PRODUCTS [NOT USED]8 PART 3 - EXECUTION [NOT USED]9 END OF SECTION10 11 Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 1.4 A. Added language to emphasize minimizing of lane closures and impact to traffic. 1.4 A. 1. c. Added language to allow for use of published traffic control “Typicals” if applicable to specific project/site. 1.4 F. 1) Removed reference to Buzzsaw 1.5 Added language re: submittal of permit 12 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 3. Section 31 25 00 Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 58 13 - 1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 58 13 TEMPORARY PROJECT SIGNAGE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Temporary Project Signage Requirements B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with Details for project signs. 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 B. Materials 1. Sign a. Constructed of ¾-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. General 1. Maintenance will include painting and repairs as needed or directed by the City. 3.14 ATTACHMENTS [NOT USED] END OF SECTION 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. A list of City approved products for use is available : https://apps.fortworthtexas.gov/ProjectResources/and following the directory path; 02 - Construction Documents/Standard Products List B. Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. C. Any specific product requirements in the Contract Documents supersede similar 1. The City reserves the right to not allow products to be used for certain projects even D. products from that manufacturer are approved for use, including but not limited to, that E. Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 9, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson 3/9/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and C. Storage Requirements 1. requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by epresentative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of . a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by Project Representative. 01 66 00 - 3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 01 70 00 - 1 MOBILIZATION AND REMOBILIZATION Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised November 22, 2016 SECTION 01 70 001 MOBILIZATION AND REMOBILIZATION2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. Mobilization and Demobilization6 a. Mobilization7 1)8 to the Site9 2)10 at the Site11 3) Premiums paid for performance and payment bonds 12 4)13 to another location within the designated Site14 5) Relocation15 from 1 location to another location on the Site.16 b. Demobilization17 1)18 away from the Site including disassembly19 2) Site Clean-up20 3) Removal of all buildings and/or other facilities assembled at the Site for this 21 Contract 22 c. Mobilization and Demobilization do not include activities for specific items of 23 work that are for which payment is provided elsewhere in the contract.24 2. Remobilization25 a. Remobilization for Suspension of Work specifically required in the Contract 26 Documents or as required by City includes:27 1) Demobilization28 a)29 supplies from the Site including disassembly or temporarily securing 30 equipment, supplies, and other facilities as designated by the Contract 31 Documents necessary to suspend the Work.32 b) Site Clean-up as designated in the Contract Documents33 2) Remobilization34 a)35 supplies to the Site necessary to resume the Work.36 b) E37 operation at the Site necessary to resume the Work.38 3) No Payments will be made for:39 a) Mobilization and Demobilization from one location to another on the 40 Site in the normal progress of performing the Work.41 b) Stand-by or idle time42 c) Lost profits43 3. Mobilizations and Demobilization for Miscellaneous Projects44 a. Mobilization and Demobilization45 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised November 22, 2016 1) Mobilization shall consist of the activities and cost on a Work Order basis 1 necessary for:2 a)3 supplies to the Site for the issued Work Order.4 b)5 operation at the Site for the issued Work Order6 2) Demobilization shall consist of the activities and cost necessary for:7 a)8 supplies from the Site including disassembly for each issued Work 9 Order10 b) Site Clean-up for each issued Work Order11 c) Removal of all buildings or other facilities assembled at the Site for 12 each Work Oder13 b. Mobilization and Demobilization do not include activities for specific items of 14 work for which payment is provided elsewhere in the contract.15 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects16 a. A Mobilization for Miscellaneous Projects when directed by the City and the 17 mobilization occurs within 24 hours of the issuance of the Work Order.18 B. Deviations from this City of Fort Worth Standard Specification19 1. None.20 C. Related Specification Sections include, but are not necessarily limited to:21 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract22 2. Division 1 General Requirements23 1.2 PRICE AND PAYMENT PROCEDURES24 A. Measurement and Payment [Consult City Department/Division for direction on if 25 Mobilization pay item to be included or the item should be subsidiary. Include the 26 appropriate Section 1.2 A. 1.]27 1.Mobilization and Demobilization28 a. Measure29 1) This Item is considered subsidiary to the various Items bid.30 b. Payment31 1) The work performed and materials furnished in accordance with this Item 32 are subsidiary to the various Items bid and no other compensation will be 33 allowed.34 1.3 REFERENCES [NOT USED]35 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]36 1.5 SUBMITTALS [NOT USED]37 1.6 INFORMATIONAL SUBMITTALS [NOT USED]38 1.7 CLOSEOUT SUBMITTALS [NOT USED]39 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]40 1.9 QUALITY ASSURANCE [NOT USED]41 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised November 22, 2016 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]1 1.11 FIELD [SITE] CONDITIONS [NOT USED]2 1.12 WARRANTY [NOT USED]3 PART 2 - PRODUCTS [NOT USED]4 PART 3 - EXECUTION [NOT USED]5 END OF SECTION6 7 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. 8 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Requirements for construction staking and construction survey B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this 2) prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following: 1) Verification of control data provided by City. 2) Placement, maintenance and replacement of required stakes and markings in the field. 3) Preparation and submittal of construction staking documentation in the 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this - 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 2)tial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey files. 1.3 REFERENCES A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As-built Survey The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4.Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth website) 01 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 1.4 ADMINISTRATIVE REQUIREMENTS A. Code 2254 (qualifications based selection) for this project. 1.5 SUBMITTALS A. Submittals, if required, shall be in accordance with Section 01 33 00. B. All submittals shall be received and reviewed by the City prior to delivery of work. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Field Quality Control Submittals 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 1. Documentation verifying accuracy of field engineering work, including coordinate conversions if plans do not indicate grid or ground coordinates. 2.- (refer to 01 71 23.16.01 Attachment A Survey Staking Standards). 1.7 CLOSEOUT SUBMITTALS B. As-built Redline Drawing Submittal 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of constructed improvements signed and sealed by Registered Professional Land Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 Attachment A Survey Staking Standards) . 2. Contractor shall submit the proposed as-built and completed redline drawing submittal one (1) week prior to scheduling the project final inspection for City review and comment. Revisions, if necessary, shall be made to the as-built redline drawings and resubmitted to the City prior to scheduling the construction final inspection. 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Construction Staking 1. Construction staking will be performed by the Contractor. 2. Coordination a.at least one week in advance notifying the City of when Construction Staking is scheduled. b. construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 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 as-built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c.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) Stormwater Not Applicable 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 b. The Contractor shall provide as-built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) d) Fire hydrants e) Valves (gate, butterfly, etc.) f) Air Release valves (Manhole rim and vent pipe) g) Blow off valves (Manhole rim and valve lid) h) Pressure plane valves i) Underground Vaults (1) Rim and flowline elevations and coordinates for each Underground Vault. 3) Sanitary Sewer a) Cleanouts (1) Rim and flowline elevations and coordinates for each b) Manholes and Junction Structures (1) Rim and flowline elevations and coordinates for each manhole and junction structure. 4) Stormwater Not Applicable 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY PART 2 - PRODUCTS A. A construction survey will produce, but will not be limited to: 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use standard templates, if available) 6. Survey files shall include vertical and horizontal data tied to original project control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 3.1 INSTALLERS A. Tolerances: 1. The staked location of any improvement or facility should be as accurate as practical and necessary. The degree of precision required is dependent on many factors all of which must remain judgmental. The tolerances listed hereafter are based on generalities and, under certain circumstances, shall yield to specific requirements. The surveyor shall assess any situation by review of the overall plans and through consultation with responsible parties as to the need for specific tolerances. a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical tolerance. Horizontal alignment for earthwork and rough cut should not exceed 1.0 ft. tolerance. b. Horizontal alignment on a structure shall be within .0.1ft tolerance. c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and walkways shall be located within the confines of the site boundaries and, occasionally, along a boundary or any other restrictive line. Away from any restrictive line, these facilities should be staked with an accuracy producing no more than 0.05ft. tolerance from their specified locations. d. Underground and overhead utilities, such as sewers, gas, water, telephone and electric lines, shall be located horizontally within their prescribed areas or easements. Within assigned areas, these utilities should be staked with an accuracy producing no more than 0.1 ft tolerance from a specified location. e. The accuracy required for the vertical location of utilities varies widely. Many underground utilities require only a minimum cover and a tolerance of 0.1 ft. should be maintained. Underground and overhead utilities on planned profile, but not depending on gravity flow for performance, should not exceed 0.1 ft. tolerance. B. specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and recommends regular maintenance schedule be performed by a certified technician every 6 months. 1. Field measurements of angles and distances shall be done in such fashion as to satisfy the closures and tolerances expressed in Part 3.1.A. 2. Vertical locations shall be established from a pre-established benchmark and checked by closing to a different bench mark on the same datum. 3. Construction survey f or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION 3.5 REPAIR / RESTORATION A. monuments/points set by the City, the monuments shall be adequately referenced for expedient restoration. 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. or benchmarks that are set be verified by the City surveyors before further associated work can move forward. 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. City in accordance with this Specification. This includes easements and right of way, if noted on the plans. B. Do not change or relocate stakes or control data without approval from the City. 3.8 SYSTEM STARTUP A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3 rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised February 14, 2018 DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen tions for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as- ; and revised acceptable digital survey file format 01 74 23 - 1 CLEANING Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 3. Section 32 92 13 Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. 01 74 23 - 2 CLEANING Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 01 74 23 - 3 CLEANING Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 01 74 23 - 4 CLEANING Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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 01 77 19 -1 CLOSEOUT REQUIREMENTS Page 1of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 SECTION 01 77 191 CLOSEOUT REQUIREMENTS2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. The procedure for closing out a contract6 B. Deviations from this City of Fort Worth Standard Specification7 1. None.8 C. Related Specification Sections include, but are not necessarily limited to:9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract10 2. Division 1 – General Requirements11 1.2 PRICE AND PAYMENT PROCEDURES12 A. Measurement and Payment13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item.15 1.3 REFERENCES [NOT USED]16 1.4 ADMINISTRATIVE REQUIREMENTS17 A. Guarantees, Bonds and Affidavits18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City.21 B. Release of Liens or Claims22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City.24 1.5 SUBMITTALS25 A. Submit all required documentation to City’s Project Representative.26 27 1.6 INFORMATIONAL SUBMITTALS [NOT USED]28 29 1.7 CLOSEOUT SUBMITTALS [NOT USED]30 PART 2 - PRODUCTS [NOT USED]31 32 01 77 19 -2 CLOSEOUT REQUIREMENTS Page 2of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 PART 3 - EXECUTION1 3.1 INSTALLERS [NOT USED]2 3.2 EXAMINATION [NOT USED]3 3.3 PREPARATION [NOT USED]4 3.4 CLOSEOUT PROCEDURE5 A. Prior to requesting Final Inspection, submit:6 1. Project Record Documents in accordance with Section 01 78 397 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 238 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 9 01 74 23. 10 C. Final Inspection11 1. After final cleaning, provide notice to the City Project Representative that the Work12 is completed. 13 a. The City will make an initial Final Inspection with the Contractor present. 14 b. Upon completion of this inspection, the City will notify the Contractor, in 15 writing within 10 business days, of any particulars in which this inspection 16 reveals that the Work is defective or incomplete.17 2. Upon receiving written notice from the City, immediately undertake the Work18 required to remedy deficiencies and complete the Work to the satisfaction of the 19 City.20 3. The Right-of-way shall be cleared of all construction materials, barricades, and 21 temporary signage.22 4. Upon completion of Work associated with the items listed in the City's written 23 notice, inform the City that the required Work has been completed. Upon receipt of 24 this notice, the City, in the presence of the Contractor, will make a subsequent Final 25 Inspection of the project.26 5. Provide all special accessories required to place each item of equipment in full 27 operation. These special accessory items include, but are not limited to:28 a. Specified spare parts29 b. Adequate oil and grease as required for the first lubrication of the equipment30 c. Initial fill up of all chemical tanks and fuel tanks31 d. Light bulbs32 e. Fuses33 f. Vault keys34 g. Handwheels35 h. Other expendable items as required for initial start-up and operation of all 36 equipment37 D. Notice of Project Completion38 1. Once the City Project Representative finds the Work subsequent to Final Inspection 39 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).40 E. Supporting Documentation 41 01 77 19 -3 CLOSEOUT REQUIREMENTS Page 3of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 22, 2021 1. Coordinate with the City Project Representative to complete the following 1 additional forms:2 a. Final Payment Request3 b. Statement of Contract Time4 c. Affidavit of Payment and Release of Liens5 d. Consent of Surety to Final Payment6 e. Pipe Report (if required)7 f. Contractor’s Evaluation of City8 g. Performance Evaluation of Contractor9 F. Letter of Final Acceptance10 1. Upon review and acceptance of Notice of Project Completion and Supporting 11 Documentation, in accordance with General Conditions, City will issue Letter of 12 Final Acceptance and release the Final Payment Request for payment.13 3.5 REPAIR / RESTORATION [NOT USED]14 3.6 RE-INSTALLATION [NOT USED]15 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]16 3.8 SYSTEM STARTUP [NOT USED]17 3.9 ADJUSTING [NOT USED]18 3.10 CLEANING [NOT USED]19 3.11 CLOSEOUT ACTIVITIES [NOT USED]20 3.12 PROTECTION [NOT USED]21 3.13 MAINTENANCE [NOT USED]22 3.14 ATTACHMENTS [NOT USED]23 END OF SECTION24 25 Revision Log DATE NAME SUMMARY OF CHANGE 3/22/2021 M Owen 3.4 C. Added language to clarify and emphasize requirement to “Clearing ROW” 26 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 ½ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 title of section removed 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to . 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised July 1, 2011 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 APPENDIX Select Technical Specifications Included for Quick Reference: 33 31 20, 33 31 13, 33 O1 30, 33 O1 31, 33 39 60, 33 OS 10. GG4.01 Availability of Lands GC-4A2 Subsurface and Physical Conditions GC-4.04 Underground Facilities GG6.06.D Minority and Women Owned Business Enterprise Compliance GG6.07 Wage Rates GC-6.09 Permits and Utilities GR-01 60 00 Product Requirements CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION — PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 33 31 20 - 1 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 1 of 6 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 SECTION 33 31 20 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) pipe 4-inch through 48-inch for gravity sanitary sewer applications B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 33 01 30 – Sewer and Manhole Testing 4. Section 33 01 31 – Closed Circuit Television (CCTV) Inspection 5. Section 33 05 10 – Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 26 – Utility Markers/Locators 7. Section 33 31 50 – Sanitary Sewer Service Connections and Service Line 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the manhole or appurtenance 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid per linear foot of “PVC Pipe” installed for: 1) Various sizes 2) Various Standard Dimension Ratios 3) Various embedments 4) Various depths, for miscellaneous projects only 3. The price bid shall include: a. Furnishing and installing PVC gravity pipe with joints as specified by the Drawings b. Pavement removal c. Excavation d. Hauling e. Disposal of excess material f. Furnishing, placement and compaction of embedment g. Furnishing, placement and compaction of backfill 33 31 20 - 2 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 2 of 6 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 h. Trench water stops i. Clean-up j. Cleaning k. Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation (AASHTO). 3. ASTM International (ASTM): a. D1784, Standard Specification for Rigid Poly (Vinyl Chloride) (PVC) Compounds and Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds. b. D2412, Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading. c. D3034, Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings. d. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes Using Flexible Elastomeric Seals. e. F679, Standard Specification for Poly (Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings. 4. Texas Commission on Environmental Quality (TCEQ): a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.53 – Pipe Design. b. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.54 – Criteria for Laying Pipe. c. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.57 – Testing Requirements for Installation of Gravity Collection System Pipes. 5. Underwriters Laboratories, Inc. (UL). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Product data sheet 2. Manufacturer 3. Nominal pipe diameter 4. Standard dimension ratio (SDR) 5. Cell classification 6. Laying lengths B. Certificates 33 31 20 - 3 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 3 of 6 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of this Section and has been air and deflection tested and meets the requirements of ASTM D3034 and ASTM F679. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size per project, unless otherwise approved by the City. 1) Change orders, specials and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with ASTM D3034 (4-inch through 15-inch) and ASTM F679 (18-inch through 48-inch). 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Gravity pipe shall be stored and handled in accordance with the manufacturer’s guidelines. 2. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City’s Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Performance / Design Criteria 1. Pipe a. Meet all requirements of TCEQ. b. Design in accordance with ASTM D3034 for 4-inch through 15-inch SDR 26 and ASTM F679 for 18-inch through 48-inch 115PS. c. PVC Gravity Sanitary Sewer Pipe shall be verified by the UL. 33 31 20 - 4 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 4 of 6 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 d. Assume a standard lay length of 14 feet and 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. e. Use green coloring for ground identification as sanitary sewer pipe. f. PVC meeting the requirements of ASTM D1784, with a cell classification of 12454 or 12364 g. Deflection Design 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 2) Design pipe according to the Modified Iowa Formula as detailed by the Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the following parameters: a) Unit Weight of Fill (w) = 130 pounds per cubic foot b) Live Load = AASHTO HS 20 c) Trench Depth = 12 feet minimum, or as indicated in Drawings d) Maximum (E’) = 1,000 max e) Deflection Lag Factor (DL) = 1.0 f) Bedding Factor constant (K) = 0.1 g) Mean radius of the pipe (r), inches, as indicated in Drawings h) Marston’s load per unit length (W), pounds per inch, calculate per Drawings i) PVC modulus of elasticity (E) = 400,000 psi j) Moment of inertia of pipe wall per unit length, (I) = t 3/12, (in 4/in), per pipe type and size (1) Where (t) = pipe thickness, inches k) Maximum Calculated Deflection = 5 percent h. Pipe Flotation: If the pipe is buried in common saturated soil (about 120 pounds per cubic foot) with at least 1½ pipe diameters of cover, pipe is generally not subject to flotation. If shallower, check groundwater flotation potential. Flotation will occur if: Fb > Wp + Wf + Wd Where: Fb = buoyant force, pound per foot Wp = empty pipe weight, pound per foot Wf = weight of flooded soil, pound per foot Wd = weight of dry soil, pound per foot Values and formulas for the above variables can be obtained from the pipe manufacturer and site-specific soil conditions. i. Verify trench depths after existing utilities are located. j. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. k. In no case shall pipe be installed deeper than its design allows. 2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance with ASTM D2412. 3. Pipe markings a. Meet the minimum requirements of ASTM D3034 and ASTM F679. b. Minimum pipe markings shall be as follows: 1) Manufacturer’s Name or Trademark and production record 2) Nominal pipe size 33 31 20 - 5 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 5 of 6 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 3) PVC cell classification 4) ASTM or Standard Dimension Ratio (SDR) designation 5) Seal of testing agency that verified the suitability of the pipe 4. Joints a. Joints shall be gasket, bell and spigot, push-on type conforming to ASTM D3212. b. Since each pipe manufacturer has a different design for push-on joints; gaskets shall be part of a complete pipe section and purchased as such. 5. Connections a. Only use manufactured fittings. b. See Section 33 31 50. 6. Detectable Metallic Tape a. See Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, specials and appurtenances as specified herein, as specified in Section 33 05 10, and in accordance with the pipe manufacturer’s recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed PVC pipe in accordance with Section 33 05 10. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash – during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Pipe Joint Installation a. Clean dirt and foreign material from the gasketed socket and the spigot end. 33 31 20 - 6 POLYVINYL CHLORIDE (PVC) GRAVITY SANITARY SEWER PIPE Page 6 of 6 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 9, 2022 b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell end to the reference mark. c. Install such that identification marking on each joint are oriented upward toward the trench opening. d. When making connection to manhole, use an elastomeric seal or flexible boot to facilitate a seal. D. Connection Installation 1. See Section 33 31 50. E. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Video Inspection a. Provide a Post-CCTV inspection in accordance with Section 33 01 31. 2. Air Test and Deflection (Mandrel) Test a. Perform in accordance with Section 33 01 30. 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 6/18/13 D. Johnson 2.2.B.1.b – Pipe Material Clarification 9/9/2022 W Norwood 1.1 A. 1., 1.9 A. 1. C., and 2.2 B. 1. B. Revised upper range to 48-inch for gravity sewer 2.2 B. 1. C. Revised from “approved” to “verified by UL 33 31 13 - 1 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 1 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 SECTION 33 31 13 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fiberglass Reinforced pipe 18-inch and larger for gravity sanitary sewer applications B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 General Requirements 3. Section 33 01 30 Sewer and Manhole Testing 4. Section 33 01 31 Closed Circuit Television (CCTV) Inspection 5. Section 33 05 10 Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 26 Utility Markers/Locators 7. Section 33 31 50 Sanitary Sewer Service Connections and Service Line 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the manhole, or appurtenance 2. Payment a. The work performed and materials furnished in accordance with this Item and bid per linear foot Fiberglass Sewer Pipe installed for: 1) Various sizes 2) Various backfills 3. The price bid shall include: a. Furnishing and installing Fiberglass gravity pipe with joints as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation e. Hauling f. Disposal of excess material g. Gaskets h. Furnishing, placement and compaction of embedment i. Furnishing, placement and compaction of backfill 33 31 13 - 2 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 2 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 j. Trench water stops k. Clean-up l. Cleaning m. Testing 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. D3236, Standard Test Method for Apparent Viscoscity of Hot Melt Adhesives and Coating Materials. b. D3262, Standard Specification for -Fiber-Reinforced Thermosetting-Resin) Sewer Pipe. c. D3681, Standard Test Method for Chemical Resistance of "Fiberglass" (Glass- Fiber-Reinforced Thermosetting-Resin) Pipe in a Deflected Condition. d. D4161,-Fiber-Reinforced Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals. e. F477, Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data 1. Manufacturer 2. Manufacturer Number (identifies factory, location, and date manufactured.) 3. Nominal Diameter 4. Beam load 5. Laying lengths 6. ASTM designation B. Shop Drawings 1. Pipe details 2. Joint details 3. Miscellaneous items to be furnished and fabricated for the pipe 4. Dimensions 5. Tolerances 6. Wall thickness 7. Properties and strengths 8. Pipe calculations 33 31 13 - 3 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 3 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 a. Calculations confirming the pipe will handle anticipated loading signed and sealed by a Licensed Professional Engineer in Texas C. Certificates 1. Furnish an affidavit certifying that all Fiberglass Reinforced Pipe meets the provisions of this Section and has been tested and meets the requirements of ASTM D3262. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers a. Finished pipe shall be the product of 1 manufacturer for each size per project. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with this specification and ASTM D3262. 1.10 DELIVERY, STORAGE, AND HANDLING A. Delivery 1. Provide adequate strutting during transport to prevent damage to the pipe, fittings and appurtenances. B. Storage and Handling Requirements 1. guidelines. 2. Secure and maintain a location to store the material in accordance with Section 01 66 00. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 01 25 00. B. Performance / Design Criteria 1. Pipe 33 31 13 - 4 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 4 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 a. Design in accordance with ASTM D3262 b. Design pipe for service loads that include: 1) External groundwater and earth loads 2) Jacking/pushing loads a) The allowable jacking/pushing capacity shall not exceed 40 percent of the ultimate compressive strength or the maximum allowable compressive strength recommended by the manufacturer, whichever is less. 3) Traffic loads 4) Practical considerations for handling, shipping and other construction operations c. Design is to be conducted under the supervision of a Professional Engineer licensed in the State of Texas, who shall seal and sign the design. d. Standard lay length of 20 feet, except for special fittings or closure pieces necessary to comply with the Drawings. e. Stiffness class that satisfies design requirement on the Drawings, but not less than 46 psi when used in direct bury operations. f. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. g. In no case shall pipe be installed deeper than its design allows. 2. Dimensional Tolerances a. Inside diameter 1) Pipe shall not vary more than 1/8 inch from the nominal inside diameter. b. Roundness 1) The difference between the major and minor outside diameters shall not exceed 0.1 percent of the nominal outside or ¼ inch, whichever is less. c. Wall thickness 1) Provide minimum single point thickness no less than 98 percent of stated design thickness. d. End Squareness 1) Provide pipe ends square to pipe axis with maximum tolerance of 1/8 inch. e. Fittings 1) Provide tolerance of angle of elbow and angle between main and leg of wye or tee to ±2 degrees. 2) Provide tolerance of laying length of fitting to ±2 inches. C. Materials 1. Resin Systems a. Only use polyester resin system with proven history of performance in this particular application. 2. Glass Reinforcements a. Use reinforcing glass fibers of highest quality commercial grade E-glass filaments with binder and sizing compatible with impregnated resins to manufacture components. 3. Fillers a. Silica sand or other suitable materials may be used. b. Use 98 percent silica with maximum moisture contest of 0.2 percent. 4. Additives 33 31 13 - 5 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 5 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 a. Resin additives, such as curing agents, pigments, dyes, fillers, thixotropic agents, etc., when used, shall not detrimentally affect the performance of the product. 5. Internal liner resin a. Suitable for service as sewer pipe b. Highly resistant to exposure to sulfuric acid c. Produced by biological activity from hydrogen sulfide gases d. Meet or exceed requirements of ASTM D3681 6. Gaskets a. Supply from approved gasket manufacturer in accordance with ASTM F477 and suitable for service intended. b. Affix gaskets to pipe by means of suitable adhesive or install in a manner so as to prevent gasket from rolling out of pre-cut groove in pipe or sleeve coupling. c. Provide the following gaskets in potentially contaminated areas. 1) Petroleum (diesel, gasoline) Viton 2) Other contaminants Manufacturer recommendation 7. Couplings a. Field connect pipe with fiberglass sleeve couplings that utilize elastomeric sealing gaskets as sole means to maintain joint water tightness. 8. Joints a. Joints must meet requirements of ASTM D4161. 9. Pipe markings shall meet the minimum requirements of ASTM D3236. Minimum pipe markings shall be as follows: a. Manufacturer b. Manufacturer Number (identifies factory, location, date manufactured, shift and sequence) c. Nominal diameter d. Beam load e. Laying length f. ASTM designation 10. Connections a. Use only manufactured fittings. b. See Section 33 31 50. 11. Detectable Metallic Tape a. See Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 33 31 13 - 6 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 6 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 3.4 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in Section 33 05 10 and commendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed pipe in accordance with Section 33 05 10. 5. For installation of carrier pipe within casing, see Section 33 05 24. B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and reject or repair any damaged pipe prior to lowering into the trench. b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Pipe Joint Installation a. Clean dirt and foreign material from the gasketed socket and the spigot end. b. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell end to the reference mark. c. Install such that identification marking on each joint are oriented upward toward the trench opening. d. When making connection to manhole, use an elastomeric seal or flexible boot to facilitate a seal. D. Connection Installation 1. See Section 33 31 50. E. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Closed Circuit Television (CCTV) Inspection a. Provide a CCTV inspection in accordance with Section 33 01 31. 2. Air Test and Deflection (Mandrel) Test a. Perform test in accordance with Section 33 01 30. 33 31 13 - 7 FIBERGLASS REINFORCED PIPE FOR GRAVITY SANITARY SEWERS Page 7 of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised December 20, 2012 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 33 01 30 -1 SEWER AND MANHOLE TESTING Page 1of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 SECTION 33 01 301 SEWER AND MANHOLE TESTING2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. Testing for sanitary sewer pipe and manholes prior to placing in service6 a. Low Pressure Air Test and Deflection (Mandrel) Test7 1) Excludes pipe with flow8 2) Hydrostatic Testing is not allowed.9 b. Vacuum Testing for sanitary sewer manholes10 2. Before any newly constructed sanitary sewer pipe and manholes are placed into 11 service it shall be cleaned and tested.12 3. Pipe testing will include low pressure air test for 60-inch pipe and smaller. 13 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 14 5. Pipe testing will include deflection (mandrel) test for pipe. 15 6. Hydrostatic testing is not allowed.16 7. Manhole testing will include vacuum test.17 B. Deviations from this City of Fort Worth Standard Specification18 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 21 Contract22 2. Division 1 – General Requirements23 3. Section 03 80 00 – Modifications to Existing ConcreteStructures24 4. Section 33 04 50 – Cleaning of Sewer Mains25 1.2 PRICE AND PAYMENT PROCEDURES26 A. Measurement and Payment27 1. Pipe Testing28 a. Measurement29 1) This Item is considered subsidiary to the sanitary sewer main (pipe) 30 completed in place.31 b. Payment32 1) The work performed and the materials furnishing in accordance with this 33 Item are subsidiary to the unit price bid per linear foot of sanitary sewer main 34 (pipe) complete in place, and no other compensation will be allowed.35 2. Manhole Testing36 a. Measurement37 1) Measurement for testing manholes shall be per each vacuum test.38 b. Payment39 33 01 30 -2 SEWER AND MANHOLE TESTING Page 2of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1) The work performed and the materials furnished in accordance with this 1 Item shall be paid for at the unit price bid per each vacuum test completed.2 c. The price bid shall include:3 1) Mobilization4 2) Plugs5 3) Clean-up6 1.3 REFERENCES [NOT USED]7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]8 1.5 SUBMITTALS9 A. Submittals shall be in accordance with Section 01 33 00. 10 B. All submittals shall be approved by the City prior to delivery.11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]12 1.7 CLOSEOUT SUBMITTALS13 A. Test and Evaluation Reports14 1. All test reports generated during testing (pass and fail)15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]16 1.9 QUALITY ASSURANCE17 A. Certifications18 1. Mandrel Equipment19 a. If requested by City, provide Quality Assurance certification that the equipment 20 used has been designed and manufactured in accordance to the required 21 specifications.22 2. Joint Testing 23 a. Testing Service - Engage a qualified independent testing agency to perform 24 joint evaluation tests25 b. Equipment - If requested by City, provide Quality Assurance certification that 26 the equipment used has been designed and manufactured in accordance to the 27 required specifications.28 33 01 30 -3 SEWER AND MANHOLE TESTING Page 3of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]1 1.11 FIELD [SITE] CONDITIONS [NOT USED]2 1.12 WARRANTY [NOT USED]3 PART 2 - PRODUCTS [NOT USED]4 PART 3 - EXECUTION5 3.1 INSTALLERS [NOT USED]6 3.2 EXAMINATION [NOT USED]7 3.3 PREPARATION8 A. Low Pressure Air Test (Pipe 60 inch and smaller)9 1. Clean the sewer main before testing, as outlined in Section 33 04 50.10 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test.11 B. Low Pressure Joint Air Test (Pipe 27 inch or larger)12 1. Clean the sewer main before testing, as outlined in Section 33 04 50.13 2. Assemble individual joint tester over each joint from within the pipe.14 C. Deflection (mandrel) test (Pipe)15 1. Perform as last work item before final inspection.16 2. Clean the sewer main and inspect for offset and obstruction prior to testing.17 3. Materials18 a. Mandrel used for deflection test19 1) Use of an uncertified mandrel or a mandrel altered or modified after 20 certification will invalidate the deflection test.21 2) Mandrel requirements22 a) Odd number of legs with 9 legs minimum23 b) Effective length not less than its nominal diameter24 c) Fabricated of rigid and nonadjustable steel25 d) Fitted with pulling rings and each end26 e) Stamped or engraved on some segment other than a runner indicating 27 the following:28 (1) Pipe material specification29 (2) Nominal size30 (3) Mandrel outside diameter (OD)31 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe.32 g) Mandrel equipment shall be suitable for the pipe material to prevent 33 damage to the pipe. Consult manufacturer for appropriate mandrel 34 equipment.35 D. Vacuum test (Manhole)36 1. Plug lifting holes and exterior joints.37 2. Plug pipes and stubouts entering the manhole.38 33 01 30 -4 SEWER AND MANHOLE TESTING Page 4of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum 1 is drawn.2 4. Plug pipes with drop connections beyond drop.3 5. Place test head inside the frame at the top of the manhole.4 3.4 INSTALLATION5 A. Low pressure air test (Pipe 60” Inch and Smaller)6 1. Install plug with inlet tap.7 2. Connect air hose to inlet tap and a portable air control source.8 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch.9 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 10 psig. Minimum permissible pressure holding time per diameter per length of pipe 11 is computed from the following equation:12 13 T = (0.0850*D*K)14 Q15 Where:16 T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig17 K = 0.000419*D*L, but not less than 1.018 D = nominal pipe diameter, inches19 L = length of pipe being tested (by pipe size), feet20 Q = 0.0015, cubic feet per minute per square foot of internal surface21 5. UNI-B-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch 22 through 60-inch based on the equation above.23 24 UNI-B-6, Table 125 Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe 26 indicated for q = 0.001527 1 2 3 4 Pipe Diameter (in.) Minimum Time (min: sec} Length for Minimum Time (ft) Time for Longer Length (sec) 100ft 150ft 200ft 250ft 300ft 350ft 400ft 450ft 4 3:46 597 .380 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 398 .854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 9:26 239 2.374 L 9:26 9:26 9:26 9:53 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:56 22:47 25:38:00 15 14:10 159 5.342 L 14:10 14:10 17:48 22:15 26:42:00 31:09:00 35:36:00 40:04:00 18 17:00 133 7.692 L 17:00 19:13 25:38:00 32:03:00 38:27:00 44:52:00 51:16:00 57:41:00 21 19:50 114 10.470 L 19:50 26:10:00 34:54:00 43:37:00 52:21:00 61:00:00 69:48:00 78:31:00 24 22:40 99 13.674 L 22:47 34:11:00 45:34:00 56:58:00 68:22:00 79:46:00 91:10:00 102:33:00 27 25:30:00 88 17.306 L 28:51:00 43:16:00 57:41:00 72:07:00 86:32:00 100:57:00 115:22:00 129:48:00 30 28:20:00 80 21.366 L 35:37:00 53:25:00 71:13:00 89:02:00 106:50:00 124:38:00 142:26:00 160:15:00 33 31:10:00 72 25.852 L 43:05:00 64:38:00 86:10:00 107:43:00 129:16:00 150:43:00 172:21:00 193:53:00 36 34:00:00 66 30.768 L 51:17:00 76:55:00 102:34:00 128:12:00 153:50:00 179:29:00 205:07:00 230:46:00 42 39:48:00 57 41.883L 69:48:00 104:42:00 139:37:00 174:30:00 209:24:00 244:19:00 279:13:00 314:07:00 48 45:34:00 50 54.705 L 91:10:00 136:45:00 182:21:00 227:55:00 273:31:00 319:06:00 364:42:00 410:17:00 54 51:02:00 44 69.236 L 115:24:00 173:05:00 230:47:00 288:29:00 346:11:00 403:53:00 461:34:00 519:16:00 60 56:40:00 40 85.476 L 142:28:00 213:41:00 284:55:00 356:09:00 427:23:00 498:37:00 569:50:00 641:04:00 Specification Time for Length (L) Shown (min:sec) 2829 33 01 30 -5 SEWER AND MANHOLE TESTING Page 5of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1 6. Stop test if no pressure loss has occurred during the first 25 percent of the 2 calculated testing time.3 B. Low pressure joint air test (27 Inch or larger pipe)4 1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM 5 C1103 as follows:6 2. Equipment shall be the product of manufacturers having more than five years of 7 regular production of successful joint testers. Joint tester shall be as manufactured 8 by Cherne Industrial, Inc., of Edina, Minnesota, or approved equal.9 3. Follow equipment manufacturer's recommendations when performing tests; only 10 experienced technicians shall perform tests.11 4. The testing equipment shall be assembled and positioned over the center of the pipe 12 joint and the end element tubes inflated to a maximum of 25 psi.13 5. Pressurize the center joint test area to 4.0 psig and allow the temperature and 14 pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to 15 testing.16 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the 17 pressure from 3.5 psig to 2.5 psig.18 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig 19 is greater than 10 seconds.20 C. Deflection (mandrel) test (Pipe)21 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to 22 ensure that maximum allowable deflection is not exceeded.23 2. Maximum percent deflection by pipe size is as follows:24 25 Nominal Pipe Size Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 26 D. Vacuum test (Manhole)27 1. Test manhole prior to coating with epoxy or other material.28 2. Draw a vacuum of 10 inches of mercury and turn off the pump.29 3. With the valve closed, read the level vacuum level after the required test time.30 4. Minimum time required for vacuum drop of 1 inch of mercury is as follows:31 32 33 01 30 -6 SEWER AND MANHOLE TESTING Page 6of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 1 2 Depth of Manhole, feet 4-foot Dia Seconds 5-foot Dia Seconds 6-foot Dia Seconds 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** T=5 T=6.5 T=8 ** For manholes over 18 feet deep, add “T” seconds as shown for each respective 3 diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot 4 depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 705 seconds. 40+6(5)=70 seconds)6 7 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 8 failed the test.9 3.5 REPAIR / RESTORATION [NOT USED]10 3.6 RE-INSTALLATION [NOT USED]11 3.7 FIELD QUALITY CONTROL12 A. Non-Conforming Work13 1. Low pressure air test (Pipe 60 Inch and smaller)14 a. Should the air test fail, find and repair leak(s) and retest.15 2. Low pressure joint air test (Pipe 27 inch or larger)16 a. 100 percent of all joints shall be field tested, prior to the placement of backfill 17 over the spring line of the pipe, after the pipe has been substantially locked in to 18 place by embedment. If the pipe does not pass the field air test, the joint will be 19 pulled and refitted or rejected and removed from the project. After full 20 placement of backfill and proper compaction, 100% of all joints will be tested 21 again, as the installation progresses. At no time shall pipe installation exceed 22 300 feet beyond the last joint tested.23 b. No more than 2 percent of the total number of joints failing to meet the 24 requirements of this test shall be field repaired by joint grout injection, or band 25 clamps, or other method. Any joints over 2% requiring field repairs shall be 26 rejected and removed from the project site. Rejected pipe shall be removed 27 from the project. Installation shall be stopped until defective joints are repaired 28 or replaced.29 3. Should Deflection (mandrel) test (Pipe)30 a. Should the mandrelfail to pass, the pipe is considered overdeflected.31 b. Uncover overdeflected pipe. Reinstall if not damaged.32 c. If damaged, remove and replace.33 4. Vacuum test (Manhole)34 33 01 30 -7 SEWER AND MANHOLE TESTING Page 7of 7 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised September 7, 2018 a. Should the vacuum test fail, repair suspect area and retest.1 1) External repairs required for leaks at pipe connection to manhole.2 a) Shall be in accordance with Section 03 80 00.3 2) Leaks within the manhole structure may be repaired internally or 4 externally.5 3.8 SYSTEM STARTUP [NOT USED]6 3.9 ADJUSTING [NOT USED]7 3.10 CLEANING [NOT USED]8 3.11 CLOSEOUT ACTIVITIES [NOT USED]9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED]11 3.14 ATTACHMENTS [NOT USED]12 END OF SECTION13 14 Revision Log DATE NAME SUMMARY OF CHANGE 8/10/2018 W. Norwood 3.4.D Require testing prior to coating manholes 9/7/2018 W. Norwood 3.3, A&B,Add individual joint testing option for 27 inch and larger with independent testing. 3.4.A Include UNI-B-6, Table 1 for low pressure air test 4.4.B Include individual joint testing requirements 15 33 01 31 -1 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 1of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 SECTION 33 01 311 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION – SANITARY SEWER2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection 6 of sanitary sewer7 2. For City Capital Improvement Projects, which include sanitary sewer 8 rehabilitation projects, a Post-CCTV is required. Pre-CCTV for mains will be 9 project specific and noted on the plans.10 3. For new development sanitary sewer installation, a Post-CCTV is required.11 4. For all City Capital Improvement Projects and new development sanitary sewer 12 installation, a Final Manhole CCTV is required.13 5. Final-CCTV will be project specific, and would include major collector, arterial, 14 County, Railroad, and TXDOT projects that include extensive paving, 15 structures, drainage, and grading activities16 B. Deviations from this City of Fort Worth Standard Specification17 1. None.18 C. Related Specification Sections include, but are not necessarily limited to:19 1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the 20 Contract21 2. Division 1 – General Requirements22 3. Section 33 03 10 – Bypass Pumping of Existing Sewer Systems23 4. Section 33 04 50 – Cleaning of Sewer Mains24 5. Section 01 32 16 – Construction Progress Schedule25 1.2 PRICE AND PAYMENT PROCEDURES26 A. Pre-CCTVInspection27 1. Measurement 28 a. Measurement for this Item will be by the linear foot of line televised for CCTV 29 Inspection performed prior to any line modification or replacement determined 30 from the distance recorded on the video log.31 2. Payment32 a. The work performed and materials furnished in accordance with this Item and 33 measured as provided under “Measurement” will be paid for at the unit price 34 bid per linear foot for “Pre-CCTV Inspection”.35 1) Contractor will not be paid for unaccepted video.36 3. The price bid shall include:37 a. Mobilization38 b. Cleaning39 c. Digital file40 33 01 31 -2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 2of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 B. Post-CCTV Inspection1 1. Measurement2 a. Measurement for this Item will be by the linear foot of line televised for CCTV 3 Inspection performed following repair or installation determined from the 4 distance recorded on the video log.5 2. Payment6 a. The work performed and materials furnished in accordance with this Item and 7 measured as provided under “Measurement” will be paid for at the unit price 8 bid per linear foot for “Post-CCTV Inspection”. 9 1) Contractor willonly be paid for video that is accepted in writing by Water 10 Department.11 3. The price bid shall include:12 a. Mobilization13 b. Cleaning14 c. Digital file15 C. Final-CCTV Inspection16 1. Measurement17 a. Measurement for this Item will be by the linear foot of line televised for CCTV 18 Inspection performed following repair or installation determined from the 19 distance recorded on the video log.20 2. Payment21 a. The work performed and materials furnished in accordance with this Item and 22 measured as provided under “Measurement” will be paid for at the unit price bid 23 per linear foot for “Final-CCTV Inspection”. 24 1) Contractor will only be paid for video that is accepted in writing by Water 25 Department.26 3. The price bid shall include:27 a. Mobilization28 b. Cleaning29 c. Digital file30 D. Final- Manhole CCTV Inspection31 1. Measurement32 a. Measurement for this Item will be per each manhole, junction structure, 33 televised for CCTV Inspection performed following repair, manhole coating, 34 final adjustments to grade, and/or installation determined on the video log.35 2. Payment36 a. The work performed and materials furnished in accordance with this Item and 37 measured as provided under “Measurement” will be paid for at the unit price bid 38 per each for “Final-Manhole CCTV Inspection”. 39 1) Contractor willonly be paid for video that is accepted in writing by Water 40 Department.41 3. The price bid shall include:42 a. Mobilization43 b. Cleaning44 c. Digital file45 33 01 31 -3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 3of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 1.3 REFERENCES1 A. Reference Standards2 1. Reference standards cited in this Specification refer to the current reference 3 standard published at the time of the latest revision date logged at the end of this 4 Specification, unless a date is specifically cited.5 2. City of Fort Worth Water Department6 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 7 Program (CCTV Manual). City of Fort Worth Water Department CCTV 8 Inspection Log.9 B. Definitions10 1. Pre-CCTV – CCTV Inspection performed by Contractor on existing mains prior 11 to any line modification or replacement.12 2. Post CCTV – CCTV Inspection performed by Contractor following installation 13 of new mains but before completion of other infrastructure (i.e. streets, 14 sidewalks, final grading, etc.) 15 3. Final CCTV – CCTV Inspection performed by Contractor on mains and 16 manholes after all construction is complete. Includes CCTV of the manholes 17 (including grade rings, casting, etc.) after street construction, final grading, and 18 manhole coating, if the coating is required.19 C. Final Manhole CCTV – CCTV Inspection performed by Contractor on manholes and/or 20 junction structures, after all construction is complete. Includes CCTV of the manholes/ 21 (including grade rings, casting, etc.) after street construction, final grading, and 22 manhole coating, if the coating is required.23 1.4 ADMINISTRATIVE REQUIREMENTS24 A. Coordination25 1. Sanitary Sewer Lines26 a. Meet with City of Fort Worth Water Department staff to confirm that the 27 appropriate equipment, software, standard templates, defect codes and defect 28 rankings are being used, if required.29 B. Schedule30 1. Include Pre, Post, Final Manhole, and Final CCTV schedule as part of the 31 Construction Progress Schedule per Section 01 32 16.32 2. Allow time for City review (2 weeks minimum – Notification needs to be sent33 out to Project Manager, City Inspector, & Field Operations). Post-CCTV can be 34 scheduled and submitted for review after each sewer main construction has been 35 completed.36 3. If CCTV is accepted by City Project Manager, proceed with work. If rejected, 37 coordinate with City per Part 1.4 A.38 1.5 SUBMITTALS39 A. Submittals shall be in accordance with Section 01 33 00.40 33 01 31 -4 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 4of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 B. All CCTV submittals shall be submitted to the City Inspector to be uploaded to 1 common location for review and comment by Water Operations and Inspections.2 Alternatively, the Inspector can provide Contractor access to upload directly to common 3 location. Inspection and Water Operations staff shall be notified when CCTV upload is 4 completed. 5 C. If inspected with Infrastructure Technologies IT Pipes Software per CCTV Manual 6 provide video data per the CCTV Manual. Provide additional copy of video in video 7 file MP4 with H.264 code – Advanced Video Coding and compression standard.8 D. If inspected with other software provide video data in video file MP4 with H.264 code –9 Advanced Video Coding and compression standard.10 E. Inspection Report shall include:11 1. Asset12 a. Date of Inspection13 b. City14 c. Project Name (Address accepted if project name does not exist)15 d. Main Number – as shown on drawings or GIS ID (If Available)16 e. Upstream Manhole Station – as shown on drawings or GIS ID (If Available)17 f. Downstream Manhole Station – as shown on drawings or GIS ID (If Available)18 g. Pipe Diameter19 h. Material20 i. Pipe Length21 j. Mapsco Location Number22 k. Date Constructed23 l. Pipe Wall Thickness24 m. Grade percentage25 n. Inspector Name26 2. Inspection27 a. Inspection Number (i.e. 1 st,2nd,etc…)28 b. Crew Number29 c. Operator Name30 d. Operator Comments31 e. Reason for Inspection32 f. Equipment Number33 g. Camera Travel Direction is Upstream to Downstream – Deviation will require 34 written justification, with the exception of stubouts & abandonment plugs that 35 will always be recorded from the downstream side.36 h. Inspected Length (feet)37 i. Work Order Number (if required)38 j. City Project Number (if required)39 k. City Contract Name40 l. Consultant Company Name41 m. Consultant Contact Name42 n. Consultant Contact Phone Number43 o. Contractor Company Name44 p. Contractor Contact Name45 q. Contractor Contact Phone Number46 F. CCTV overlay screen shall include (opening text to CCTV inspection)47 a. Date of inspection48 33 01 31 -5 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 5of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 b. City Name1 c. City Project number2 d. Project name3 e. Main number4 f. Upstream SS Manhole (or Plug) station5 g. Downstream SS Manhole station6 h. Diameter7 i. Grade/Slope8 j. Material9 k. Length10 l. Contractor11 m. Inspectors name12 n. Travel direction13 o.Date Construction14 1.6 INFORMATIONAL SUBMITTALS15 A. Pre- and Post CCTV submittals16 1. CCTV video results shall be submitted to City that can be uploaded to shared 17 common location by the inspection staff, upon confirmation that the submittal is 18 complete (partial submissions are not accepted, except in special situations that 19 are approved by the Water Department). For pre-CCTV submittals, approval of 20 the submittal shall be provided by the Project Manager prior to construction 21 start when connecting to existing sewer.22 2. Alternatively, the Inspector can provide Contractor access to upload directly to 23 common location. Inspection and Water Operations staff shall be notified when 24 CCTV upload is completed in order to confirm submittal is complete. Inspection25 Report (separate report file for each individual shall be submitted to Inspector or 26 directly uploaded to shared common location.27 B. Additional information that may be requested by the City28 1. Listing of cleaning equipment and procedures29 2. Listing of flow diversion procedures if required30 3. Listing of CCTV equipment31 4. Listing of backup and standby equipment32 5. Listing of safety precautions and traffic control measures33 1.7 CLOSEOUT SUBMITTALS34 A. Final CCTV shall not be completed until all manholes and surface covers are set to final 35 grade. All as built changes to plan and profile drawings (redlines), are required to be 36 reflected on the final CCTV inspection information. Final CCTV shall not be 37 completed until all as built corrections have been made.38 1. Final-CCTV submittals39 33 01 31 -6 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 6of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 a. CCTV video results shall be submitted to City that can be uploaded to shared 1 common location by the inspection staff, upon confirmation that the submittal 2 is complete (partial submissions are not accepted, except in special situations 3 that are approved by the Water Department). Alternatively, the Inspector can 4 provide Contractor access to upload directly to common location. Inspection 5 and Water Operations staff shall be notified when CCTV upload is completed 6 in order to confirm submittal is complete. Sanitary sewer video file(s) in MP4 7 with H.264 code Advanced Video Coding and compression standard8 b. City Project Number displayed within text of sanitary sewer video.9 c. Construction Plans identifying the line segments that were videoed. Include 10 cover sheet, 1 digital copy of the redlines (Contractor to upload into Accela or11 BIM 360), overall line layout sheet(s), and plan and profile sheet(s).12 1) One (1) 11”X 17” copy 13 d. Sanitary sewer line segment from drawings match line segments on Inspection 14 Report. Recommend some minimum guidance for standardization of line 15 segment submittals, to include proper identification of Project: name, CPN, line 16 identification and stations, as well as format (e.g. PDF?) and minimum 17 annotations required to explain deviations from policies as specified in this 18 document, or any anomalies that are considered within tolerance.19 e. Inspection Report (separate report file for each individual shall be submitted to 20 Inspector or directly uploaded to shared common location. 21 f. Allow two (2) weeks to review before requesting final inspection. After review 22 by the City Inspector and Water Field Operations, if applicable a combined set 23 of punch list items will be submitted to the Contractor for correction.24 g.25 1.8 J. CCTV SPEADSHEET LOG IN EXCEL FORMAT MAINTENANCE MATERIAL26 SUBMITTALS [NOT USED]27 1.9 QUALITY ASSURANCE [NOT USED]28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]29 1.11 FIELD [SITE] CONDITIONS [NOT USED]30 1.12 WARRANTY [NOT USED]31 PART 2 - PRODUCTS32 A. Equipment–33 1. Closed Circuit Television Camera34 a. The television camera used shall be one specifically designed and constructed 35 for sewer inspection. Lighting for the camera shall be suitable to allow a clear 36 picture of the entire periphery of the pipe. The camera shall be operative in 100 37 percent humidity/submerged conditions. The equipment will provide a view of 38 the pipe ahead of the equipment and of features to the side of the equipment 39 through turning and rotation of the lens. The camera shall be capable of tilting 40 at right angles along the axis of the pipe while panning the camera lens through 41 a full circle about the circumference of the pipe. The lights on the camera shall 42 also be capable of panning 90-degrees to the axis of the pipe.43 33 01 31 -7 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 7of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 b. The radial view camera must be solid state color and have remote control of the 1 rotational lens. The camera shall be capable of viewing the complete 2 circumference of the pipe and manhole structure, including the cone-section or 3 corbel. The camera lens shall be an auto-iris type with remote controlled 4 manual override.5 2. Video Capture System6 a. The video and audio recordings of the sewer inspections shall be made using 7 digital video equipment. A video enhancer may be used in conjunction with, 8 but not in lieu of, the required equipment. The digital recording equipment shall 9 capture sewer inspection on USB drive, with each sewer segment (from 10 upstream manhole to downstream manhole) inspection recorded as an individual 11 file in MP4 with H.264 code format.12 13 b. The system shall be capable of printing pipeline inspection reports with 14 captured images of defects or other related significant visual information on a 15 standard color printer.16 c. The system shall store digitized color picture images and be saved in digital 17 format on a USB drive.18 d. The system shall be able to produce data reports to include, at a minimum, all 19 observation points and pertinent data. All data reports shall match the defect 20 severity codes outlined in the City’s CCTV manual (electronic copy available 21 on Water Department’s website –22 http://fortworthtexas.gov/water/wastewater/CCTV Manual .23 24 e. Camera footage, date & manhole numbers shall be maintained in real time and 25 shall be displayed on the video monitor as well as the video character 26 generators illuminated footage display at the control console.27 PART 3 - EXECUTION28 3.1 INSTALLERS [NOT USED]29 3.2 EXAMINATION [NOT USED]30 3.3 PREPARATION31 A. General32 1. Prior to inspection obtain pipe and manhole asset identification numbers from 33 the plans or City to be used during inspections. Inspections performed using 34 identification numbers other than the line number (or existing sanitary sewer 35 main/lateral) and station numbers from plans or from assigned numbers from the 36 City will not be accepted.37 2. CCTV Inspection shall not commence until the sewer section to be televised has 38 been completely cleaned in conformance with Section 33 04 50.39 3. CCTV Inspection shall not commence until the sewer section to be televised 40 has been completely cleaned in conformance with Section 33 04 50. (Sewer 41 system should be connected to existing sewer system and should be active)42 4. A final CCTV Inspection of newly installed sewers (not yet in service) shall not 43 commence until completion of the following items:44 33 01 31 -8 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 8of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 a. Manhole final grade is set (after street paving, under Final CCTV, Final 1 Manhole CCTV)2 b. Manhole lining is complete (after street paving, under Final CCTV, Final 3 Manhole CCTV)4 c. Sewer main is cleaned5 d. Sewer air test is complete6 e. Vacuum test of manholes7 f. Installation of all lateral services and completion of low pressure testing of all 8 new services9 g. All sewer main and manhole work is complete10 Once reviewed and accepted by Water Field Operations the sewer system should be 11 connected to existing sewer system and ready for use upon final acceptance of the 12 project.13 5. Temporary Bypass Pumping (if required) shall conform to Section 33 03 10.14 B. General15 1. Use manual winches, power winches, TV cable, and power rewinds that do not 16 obstruct the camera view, allowing for proper evaluation.17 C. Pipe18 1. Begin inspection immediately after cleaning of the main.19 2. Move camera through the line in either direction at a moderate rate, stopping 20 when necessary to permit proper documentation of the main’s condition.21 3. Do not move camera at a speed greater than 30 feet per minute.22 4. During investigation stop camera at each defect along the main. 23 a. Record the nature, location and orientation of the defect or infiltration location 24 as specified in the CCTV Manual.25 5. Service connections, Pan the Camera to get a complete overview of service 26 connection including zooming into service connection Include location (i.e. 1 27 o’clock, etc…) See photos 17 thru 23 for examples28 6. Joint defects, Include comment on condition, signs of damage, etc… Note 29 offset and/or separation at a joint. Includes joints where one pipe is not 30 correctly aligned with the connecting section of pipe causing a lip that could 31 impede flow or a section of pipe that is aligned but has pulled apart horizontally 32 and may not connect to the other section of pipe. See Photos 24 thru 29, 35, 36 33 for examples34 7. Notate visible pipe defects such as cracks, broken or deformed pipe, holes, 35 offset joints, obstructions, sags or debris (show as % of pipe diameter). If debris 36 has been found in the pipe during the post or final-CCTV inspection, additional 37 cleaning is required, and pipe shall be re-televised. See Photos 1 thru 12 for 38 examples39 8. Notate Infiltration/Inflow locations. See Photos 13, 20 for examples40 9. Notate Pipe material transitions. See Photos 30 for example41 33 01 31 -9 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 9of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 10. Notate other locations that do not appear to be typical for normal pipe 1 conditions. For example, locations could include conflicts between the replaced 2 main with other utilities (including paving and storm sewer), causing pipe 3 deflections, sags, etc. holding water. This could also include any damage to the 4 main and/or services after the main has been replaced. These locations could 5 occur between the Post-CCTV and Final-CCTV submittals. See Photos 31 thru 6 34 for examples7 11. Note locations where camera is underwater and level as a % of pipe diameter. 8 Camera underwater – Point in which the camera lens is 100% submerged 9 underwater and/or 50% of the pipe’s diameter. Camera emerged – Point in 10 which the camera lens has emerged from being underwater. Severity is 11 described in ranges by linear feet. This would include pipe deflections causing 12 a considerable increase (i.e. double or more) in the depth of flow in the pipe (to 13 at least between 1/3 to ½ of the pipe diameter). See attached example photos at 14 the end of this Specification showing the depth changes in % full of pipe. See 15 Photos 14 thru 16 for examples.16 12. Provide accurate distance measurement. 17 a. The meter device is to be accurate to the nearest 1/10 foot.18 13. CCTV recording segments are to be single continuous file item. 19 a. A single segment is defined from manhole to manhole.20 b. Only single segment video’s will be accepted and preferably include manhole 21 inspections (manhole to manhole).22 c. Individual manhole inspection will require written justification, included under 23 the Final-CCTV bid item.24 14. Pre-Installation Inspection for Sewer Mains to be rehabilitated25 a. Perform Pre-CCTV inspection immediately after cleaning of the main and 26 before rehabilitation work.27 1) No cleaning equipment in the main during CCTV.28 2) Water shall be present (or flowing) while recording CCTV to confirm 29 system functionality.30 b. If, during inspection, the CCTV will not pass through the entire section of main 31 due to blockage or pipe defect, set up so the inspection can be performed from 32 the opposite manhole.33 c. City Project Manager (PM) shall review and may consult with Sewer Projects 34 Reporting and Operations (SPRO), and provide comments on identified defects. 35 Contractor shall present proposed repair method(s) for approval by the City 36 PM, before proceeding with construction.37 d. Provisions for repairing or replacing the impassable location are addressed in 38 Section 33 31 20, Section 33 31 21, Section 33 31 22 and Section 33 31 23.39 15. Post-and Final Installation Inspection40 a. Prior to inserting the camera, flush and clean the main in accordance to Section 41 33 04 50. Water should be present/flowing during the recording operation, to 42 demonstrate the functioning of the installed system.43 16. Documentation of CCTVInspection44 a. Sanitary Sewer Lines45 1) Follow the CCTV Manual (CCTV standard manual supplied by City upon 46 request) for the inspection video, data logging and reporting or Part 1.5 E of 47 this section.48 33 01 31 -10 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION–SANITARY SEWER Page 10of 10 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised March 11, 2022 D. Manhole1 1. Final Manhole CCTV Inspection recording segments, will reveal condition of 2 manhole in its entirety, including corrosion protection if applicable. Camera 3 should pan the entire manhole while lowering to include complete view of 4 invert. This requirement applies to new manhole installations and rehabilitated 5 manholes after epoxy lining installed, if applicable.6 2. Notate Infiltration/Inflow locations for Pre-construction CCTV recordings.7 3. Post-Installation CCTV Inspection is only done after all construction is 8 complete.9 E. Complete manhole installation before inspection begins.10 3.4 REPAIR / RESTORATION [NOT USED]11 3.5 RE-INSTALLATION [NOT USED]12 3.6 FIELD [OR] SITE QUALITY CONTROL [NOT USED]13 3.7 SYSTEM STARTUP [NOT USED]14 3.8 ADJUSTING [NOT USED]15 3.9 CLEANING16 A. See Section 33 04 50.17 3.10 CLOSEOUT ACTIVITIES [NOT USED]18 3.11 PROTECTION [NOT USED]19 3.12 MAINTENANCE [NOT USED]20 3.13 ATTACHMENTS [NOT USED]21 22 END OF SECTION23 24 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson Various– Added requirements for coordination with T/PW for Storm Sewer CCTV 4/29/2021 J Kasavich Various – Alternative to CCTV Manual, modified submittal detail requirements 3/11/2022 M Owen Removed referenced to storm drain 25 33 39 60 -1 LINERS FOR SANITARY SEWER STRUCTURES Page 1of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 SECTION 33 39 601 LINERS FOR SANITARY SEWER STRUCTURES2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. Application of a high-build epoxy coating system (or modified polymer liner 6 system, i.e. SpectraShield) to concrete utility structures such as manholes, lift 7 station wet wells, junction boxes or other concrete facilities that may need 8 protection from corrosive materials. This covers rehabilitation of existing sanitary 9 sewer structures and newly installed sanitary sewer structures.10 2. For sanitary sewer mains 8-inch diameter and larger, use of a structural liner 11 system, Warren Environmental System 301, ARC S1HB by A.W. Chesterton 12 Company, is acceptable.13 3. For sanitary sewer mains 8-inch diameter and smaller, and less than 6-feet in depth, 14 use of a liner system, SpectraShield, is acceptable.15 B. Deviations from this City of Fort Worth Standard Specification16 1. None.17 C. Related Specification Sections include but are not necessarily limited to:18 1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the 19 Contract20 2. Division 1 – General Requirements21 3. Section 33 01 30 – Sewer and Manhole Testing22 1.2 PRICE AND PAYMENT PROCEDURES23 A. Measurement and Payment24 1. Manholes25 a. Measurement26 1) Measurement for this Item shall be per vertical foot of coating as measured 27 from 2-inches below the bottom of the removable cover (not frame) to the top 28 of the bench.This includes lining of all exposed concrete,the bench and 29 invert, thru the use of flow control devices (i.e. temporary plugs, sand 30 bags), to temporarily block flow. However, as a last resort and with prior 31 written approval from Water Field Operations, if the flow cannot be 32 blocked temporarily, then the lining would stop 3-inches from the edge of 33 the water in the pipe. This item covers the total vertical footage for the 34 specific bid items of various manhole sizes (i.e. 4 foot diameter, 5 foot 35 diameter, Specific Manhole Designs for lines larger than 36-inch, etc.) and 36 specific types (Standard Manhole, Drop Manhole, Type “A” Manhole, 37 Shallow Manhole, including additional depth beyond 6 foot).38 b. Payment39 33 39 60 -2 LINERS FOR SANITARY SEWER STRUCTURES Page 2of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 1) The work performed,and materials furnished in accordance with this Item 1 and measured as provided under “Measurement” will be paid for at the unit 2 price bid per vertical foot of “Manhole Liner” applied.3 c. The price bid shall include:4 1) Removal of roots5 2) Removal of existing coatings6 3) Eliminating any leaks7 4) Removal of steps8 5) Repair/seal connection of the existing frame to chimney9 6) Repairs of any cracks in the existing structure chimney, corbel (cone), wall,10 bench, including any replacement of damaged rebar, pipe11 7) Surface cleaning12 8) Furnishing and installing Liner as specified by the Drawings13 9) Hauling14 10) Disposal of excess material15 11) Site Clean-up16 12) Manhole and Invert Cleaning17 13) Testing18 14) Re-Testing19 2. Non-Manhole Structures20 a. Measurement21 1) Measurement for this Item shall be per square foot of area where the 22 coating is applied.23 b. Payment24 1) The work performed,and materials furnished in accordance with this Item 25 and measured as provided under “Measurement” shall be paid for at the unit 26 price bid per square foot of “Structure Liner” applied.27 c. The price bid shall include:28 1) Removal of roots29 2) Removal of existing coatings30 3) Eliminating any leaks31 4) Removal of steps32 5) Repair/seal connection of the existing frame to chimney33 6) Repairs of any cracks in the existing structure chimney, corbel (cone), wall,34 bench, including any replacement of damaged rebar, pipe35 7) Surface cleaning 36 8) Furnishing and installing Liner as specified by the Drawings37 9) Hauling38 10) Disposal of excess material39 11) Site Clean-up40 12) Manhole and Invert Cleaning41 13) Testing42 14) Re-Testing43 1.3 REFERENCES44 A. Reference Standards45 1. Reference standards cited in this Specification refer to the current reference 46 standard published at the time of the latest revision date logged at the end of this 47 Specification, unless a date is specifically cited.48 33 39 60 -3 LINERS FOR SANITARY SEWER STRUCTURES Page 3of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 2. ASTM International (ASTM):1 a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical 2 Reagents.3 b. D638, Standard Test Method for Tensile Properties of Plastics.4 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics.5 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 6 Reinforced Plastics and Electrical Insulating Materials.7 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 8 the Taber Abraser.9 f. D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 10 Gages.11 g. D7234, Stand Test Method for Pull-Off Adhesion strength of Coatings on 12 Concrete Using Portable Pull-Off Adhesion Testers.13 3. Environmental Protection Agency (EPA).14 4. NACE International (NACE). Published standards from the National 15 Association of Corrosion Engineers16 5. Occupational Safety and Health Administration (OSHA). Employ a trench 17 safety system in accordance with Section 18 6. Resource Conservation and Recovery Act, (RCRA).19 7. The Society for Protective Coatings/NACE International (SSPC/NACE):20 a. SP13/NACE No. 6, Surface Preparation of Concrete. This includes 21 monitoring for hydrogen sulfide, methane, or low oxygen. Also includes 22 flow control equipment. Surface preparation equipment may include high 23 pressure water cleaning (3500 psi) and shall be suited to provide a surface 24 compatible for installation of the liner system. Surface preparation shall 25 produce a clean, abraded, and sound surface, with no evidence of loose 26 concrete, loose brick, loose mortar, oil, grease, rust, scale, other 27 contaminants or debris, and shall display a surface profile suitable for 28 application of the liner system.29 b. SP0188, Discontinuity (Holiday) Testing of New Protective Coatings on 30 Conductive Substrates31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]32 1.5 SUBMITTALS33 A. Submittals shall be in accordance with Section 01 33 00. 34 B. All submittals shall be approved by the City prior to delivery.35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS36 A. Product Data37 1. Technical data sheet on each product used38 2. Material Safety Data Sheet (MSDS) for each product used39 3. Copies of independent testing performed on the coating product indicating the 40 product meets the requirements as specified herein41 4. Technical data sheet and project specific data for repair materials to be topcoated 42 with the coating product including application, cure time and surface preparation 43 procedures44 33 39 60 -4 LINERS FOR SANITARY SEWER STRUCTURES Page 4of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 5. Material and method for repair of leaks or cracks in the structure. This 1 applies to repair work on both existing structures, manholes and new installed 2 manholes (including Developer projects) that have been identified with cracks, 3 voids, signs of infiltration, other structuraldefects or other related 4 construction damage.5 B. Contractor Data6 1. Current documentation from coating product manufacturer certifying Contractor’s 7 training (and/or licensed) as an approved installer and equipment complies with the 8 Quality Assurance requirements specified herein9 2. 5 recent references of Contractor indicating successful application of coating 10 product(s) of the same material type as specified herein, applied by spray 11 application within the municipal wastewater environment. References shall include 12 at least the following: owner name, City inspector name and phone number, project 13 name/number, size and linear footage of sanitary sewer main, manhole diameter, 14 structure dimensions and number of each, square feet (or vertical feet) of product 15 installed, contract cost, and contract duration. Contractor must demonstrate a 16 successful history of installing the product in structures of similar size and scope17 and update this each time the contractor applies for and renews its Prequalification 18 for the Water Department.19 3. For Developer Projects – at the time of Contractor selection, the 20 Prequalification Statement, Section 00 45 12 shall be submitted to the City, 21 clearly indicating the contractor prequalified for installation of 22 structure/manhole liner. No other bid submittals shall be accepted that 23 include lining contractors whose prequalification term has expired or is not on 24 the active contractor list at the time of Contractor selection. If the submitted 25 forms for this project not acceptable, the City will refer to the current active 26 contractor prequalification list, and the Contractor shall select the appropriate 27 manhole lining subcontractor based on the project scope of work. The 28 Contractor shall then provide the revised Prequalification Statement Section 29 00 45 12 for review and acceptance.30 4. This Specification (along with the CCTV Specification) and the associated 31 submittals including the work plan, QA/QC, testing, closeout documents, etc. 32 shall be discussed as part of the Pre-Construction Agenda for each project 33 (Developer projects included).34 5. For any project, Developer projects included - If the Contractor proceeds with 35 application of an unapproved lining product and/or using an unqualified 36 subcontractor for lining, the City shall recommend either repair and/or 37 removal of any defective lining material and have the Contractor select an 38 approved subcontractor that can apply the approved lining materials. This39 work shall be at no additional cost to the City.40 33 39 60 -5 LINERS FOR SANITARY SEWER STRUCTURES Page 5of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 6. Schedule and Sequence of Construction – Considering this is a specialized 1 installation performed by only certified applicators, the schedule for this work 2 has a lead time that shall be included in the Contractor’s schedule. Ifthe3 Contractor does not provide written notification and/or failsto schedule the 4 subcontractor in advance, the City shall not be responsible for any additional 5 costs and/or delays caused by the Contractor. Contractor shall provide the 6 updated construction schedule and work plan (including manhole preparation, 7 repairs, lining, testing, etc.) in accordance with Section01 32 16 at least 1 week 8 prior to start of lining activities to the City Inspector, City Project Manager, 9 Water Field Operations, and Water Capital Projects. Equipment shall be on-10 site and in working order for the testing. If the Contractor is unable to have 11 equipment ready for testing, the test date shall be rescheduled accordingly 12 with the Inspector. The updated construction schedule shall clearly indicate13 all related construction activities at the manholes before and after lining. All 14 paving activities, including any final grade adjustments for manholes outside 15 pavement, shall be completed before Contractor begins lining work. After 16 liner installation, Contractor shall wait a minimum of 48 hours to allow the 17 liner material to fully cure before returning the system to normal service. 18 CCTV per Section 33 01 31 shall be scheduled after the lining has been 19 completed to document and confirm the manholes have been lined.20 1.7 CLOSEOUT SUBMITTALS21 A. Testing Documentation22 1. Provide test results required in Section 2.4 and Section 3.7 to City.23 a. Include the following manhole or structure location information:24 1) Existing sanitary sewer main/lateral number. For Developer Projects, 25 provide proposed sanitary sewer line number as designated on the plans 26 and provide the existing sanitary sewer main/lateral number at 27 connection to the existing manhole (if applicable).28 2) Station number29 3) GIS ID number (if provided during construction).30 b. Inspection report of each manhole/structure tested(See attached sample 31 reports to be usedfor Wet Film Thickness, Manhole Holiday/Spark 32 Detection, and Manhole Adhesion Test).33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]34 1.9 QUALITY ASSURANCE35 A. Qualifications36 1. Contractor37 a. Be trained by, or have training approved and certified by, the coating product 38 manufacturer for the handling, mixing, application and inspection of the coating 39 product(s) to be used as specified herein40 b. Initiate and enforce quality control procedures consistent with the coating 41 product(s) manufacturer recommendations and applicable NACE or SSPC 42 standards as referenced herein43 1.10 DELIVERY, STORAGE, AND HANDLING44 A. Keep materials dry, protected from weather and stored under cover.45 33 39 60 -6 LINERS FOR SANITARY SEWER STRUCTURES Page 6of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 B. Store coating materials between 50 degrees F and 90 degrees F. 1 C. Do not store near flame, heat or strong oxidants.2 D. Handle coating materials according to their material safety data sheets.3 1.11 FIELD [SITE] CONDITIONS4 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 5 perform the specified work. Active flows shall be diverted with flow through plugs as 6 required to ensure that flow is maintained off the surfaces to be lined.7 1.12 WARRANTY8 A. Contractor Warranty9 1. Contractor’s Warranty shall be in accordance with Division 0.10 PART 2 - PRODUCTS11 2.1 OWNER-FURNISHED [OR ] OWNER-SUPPLIED PRODUCTS [NOT USED]12 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS13 A. Repair and Resurfacing Products14 1. Compatible with the specified coating product(s) in order to bond effectively, thus 15 forming a composite system16 2. Used and applied in accordance with the manufacturer’s recommendations17 3. The repair and resurfacing products must meet the following:18 a. 100 percent solids, solvent-free epoxy grout specifically formulated for epoxy 19 topcoating compatibility20 b. Factory blended, rapid setting, high early strength, fiber reinforced, non-shrink 21 repair mortar that can be toweled or pneumatically spray applied and 22 specifically formulated to be suitable for topcoating with the specified coating 23 product used24 B. Coating Product25 1. Capable of being installed and curing properly within a manhole or concrete utility 26 environment27 2. Resistant to all forms of chemical or bacteriological attack found in municipal 28 sanitary sewer systems; and, capable of adhering to typical manhole structure 29 substrates30 3. The 100 percent solids, solvent-free ultra high-build epoxy system shall exhibit the 31 following characteristics:32 a. Application Temperature – 50 degrees F, minimum33 b. Thickness – 125 mils minimum for newly installed structures; 250 mils34 minimum for rehabilitation of existing structures(Warren Environmental 35 System 301, ARC S1HB by A.W. Chesterton Company)36 c. Color – White, Light Blue, or Beige37 d. Compressive Strength (per ASTM D695) – 8,800 psi minimum38 e. Tensile Strength (per ASTM D638) – 7,500 psi minimum39 f. Hardness, Shore D (per ASTM D4541) – 70 minimum40 33 39 60 -7 LINERS FOR SANITARY SEWER STRUCTURES Page 7of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 g. Abrasion Resistance (per ASTM D4060 CS 17F Wheel) – 80 mg loss 1 maximum2 h. Flexural Modulus (per ASTM D790) – 400,000 psi minimum3 i. Flexural Strength (per ASTM D790) – 12,000 psi minimum4 j. Adhesion to Concrete, mode of failure (ASTM D4541): Substrate (concrete) 5 failure6 k. Chemical Resistance (per ASTM D543/G20) all types of service for:7 1) Municipal sanitary sewer environment8 2) Sulfuric acid, 70 percent9 3) Sodium hydroxide, 20 percent10 4. Or, the multi-layer modified polyurea and polyurethane shall exhibit the following 11 characteristics:12 a. Application Temperature – 50 degrees F, minimum13 b. Thickness – 500 mils minimum (SpectraShield)14 c. Moisture Barrier and Final Corrosion Barrier15 1) Color – Pink16 2) Tensile Strength (per ASTM D412) – 2550 psi minimum17 3) Hardness, Shore D (per ASTM D2240) – 56 minimum18 4) Abrasion Resistance (per ASTM D4060) – 20 mg loss maximum19 5) Percent Elongation (per ASTM D412) – 26920 d. Surfacer21 1) Compressive Strength (per ASTM D1621) – 100 psi minimum22 2) Density (per ASTM D1622) – 5 lbs/cu ft minimum23 3) Shear Strength (per ASTM C273) – 230 psi minimum24 4) Closed Cell Content (per ASTM D1940) – >95%25 C. Coating Application Equipment26 1. Manufacturer approved heated plural component spray equipment27 2. Hard to reach areas, primer application and touch-up may be performed using hand 28 tools.29 3. Applicator shall use approved specialty equipment that is adequate in size, capacity, 30 and number sufficient to accomplish the work in a timely manner.31 2.3 ACCESSORIES [NOT USED]32 2.4 SOURCE QUALITY CONTROL33 A. Coating Thickness Testing34 1. Film Thickness Testing for epoxy systems35 a. Take wet film thickness gauge measurements per ASTM D4414 – Standard 36 Practice for Measurement of Wet Film Thickness by Notch Gages at 3 locations 37 within the manhole, 2 spaced equally apart along the wall and 1 on the bench.38 1) Document and attest measurements and provide to the City using the form 39 at the end of this specification.40 2. Thickness testing for modified polymer liner system41 a. Upon installation of the Final Corrosion Barrier insert probe into substrate for 42 depth of system measurement at 3 locations within the manhole, 2 spaced 43 equally apart along the wall and 1 on the bench.44 3. Document all testing results and provide to the City using the form at the end of this 45 specification.46 33 39 60 -8 LINERS FOR SANITARY SEWER STRUCTURES Page 8of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 B. Non-Conforming Work1 1. City reserves the right to require additional testing depending on the rate of failure.2 2. City will select testing locations.3 C. Testing Frequency4 1. Projects with 10 or less manholes and/or structures test all.5 2. Projects with greater than 10 manholes and/or structures, test at least 10 and test 25 6 percent of manholes and/or structures after the first 10.7 3. City will select the manholes and/or structures to be tested.8 PART 3- EXECUTION9 3.1 INSTALLERS10 A. All installers shall be certified applicators approved by the manufacturers.Applicator 11 shall use adequate number of skilled workmen that have been trained and experienced for 12 the approved product. 13 14 3.2 EXAMINATION [NOT USED]15 3.3 PREPARATION16 A. Manhole Preparation17 1. Stop active flows via damming, plugging or diverting as required to ensure all 18 liquids are maintained below or away from the surfaces to be coated.19 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F.20 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 21 source. 22 a. Where varying surface temperatures do exist, coating installation should be 23 scheduled when the temperature is falling versus rising.24 B. Surface Preparation25 1. Remove oils, roots, grease, incompatible existing coatings, waxes, form release, 26 curing compounds, efflorescence, sealers, salts or other contaminants which may 27 affect the performance and adhesion of the coating to the substrate. Remove any 28 steps found in the structure.29 2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other 30 means of degradation so that only sound substrate remains.31 3. Surface preparation method, or combination of methods, that may be used include 32 high pressure water cleaning, high pressure water jetting, abrasive blasting, 33 shotblasting, grinding, scarifying, detergent water cleaning, hot water blasting and 34 others as described in SSPC SP 13/NACE No. 6.35 4. All methods used shall be performed in a manner that provides a uniform, sound,36 clean, neutralized, surface suitable for the specified coating product.37 5. After completion of surface preparation, inspect for leaks, cracks, holes, exposed 38 rebar, ring and cover condition, invert condition, and inlet/outlet pipe condition.39 33 39 60 -9 LINERS FOR SANITARY SEWER STRUCTURES Page 9of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 6. After defects in the structure have been identified, seal cracks, repair exposed rebar 1 with new rebar to match existing, repair leaks and cracks with grout or other 2 methods approved by the Manufacturer and the City. All new rebar shall be 3 embedded in 1 ½ inch epoxy mastic. Replace/seal connection between existing 4 frame and chimney if it is found loose or not attached.5 7. The repair materials shall be trowel or spray applied by the lining Contractor 6 utilizing proper equipment on to specified surfaces. The equipment shall be 7 specially designed to accurately ratio and apply the specified materials and 8 shall be regularly maintained and in proper working order. The repair 9 mortar andepoxy topcoat must share the same epoxy matrix to ensure a 10 bonded weld. No cementitious repair material, quick setting high strength 11 concrete with latex or curing agent additives, or quick set mortars will be 12 allowed. Proper surface preparation procedures must be followed to ensure 13 adequate bond strength to any surface to be coated. New cement cure time is 14 at least 30 days prior to coating. The repair materials as specified in this 15 Section shall apply to both existing structures and new installed structures. 16 This includes Developer projects, in which new installed structures/manholes 17 have been identified with either cracks, voids, signs of infiltration, other 18 structural defects or other related construction damage.19 3.4 INSTALLATION20 A. General21 1. Perform coating after the sewer line replacement/repairs, grade adjustments and 22 grouting are complete.23 2. Perform application procedures per recommendations of the coating product 24 manufacturer, including environmental controls, product handling, mixing and 25 application.26 B. Temperature27 1. Only perform application if surface temperature is between 40 and 120 degrees F.28 2. Make no application if freezing is expected to occur inside the manhole within 24 29 hours after application.30 C. Coating31 1. Spray apply per manufacturer’s recommendation at a minimum film thickness as 32 noted in Section 2.2.B.33 2. Apply coating from bottom of manhole frame to the bench/trough, including the 34 bench/trough.35 3. After walls are coated, remove bench covers and spray bench/trough to at least the 36 same thickness as the walls.37 4. Apply any topcoat or additional coats within the product’s recoat window. 38 a. Additional surface preparation is required if the recoat window is exceeded.39 5. Allow a minimum of 48 hours of cure time or be set hard to touch before 40 reactivating flow.41 33 39 60 -10 LINERS FOR SANITARY SEWER STRUCTURES Page 10of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 3.5 REPAIR / RESTORATION [NOT USED]1 3.6 RE-INSTALLATION [NOT USED]2 3.7 FIELD QUALITY CONTROL3 A. Each structure will be visually inspected by the City the same day following the 4 application. 5 B. Groundwater infiltration of the system shall be zero.6 C. All pipe connections shall be open and clear. 7 D. The inspector will check for deficiencies, pinholes, voids, cracks, uncured spots, 8 delamination, and thin spots. Any deficiencies in the liner shall be marked and repaired 9 according to the procedures outlined by the Manufacturer.10 E. If leaks are detected they will be chipped back, plugged and coated immediately with 11 protective epoxy resin coating. 12 1. Make repair 24 hours after leak detection.13 F. Post Installation Coating Tests14 1. Wet Film Testing15 2. Adhesion Testing16 a. Adhesion test the liner at a minimum of three locations (cone area, mid-section, 17 and bottom of the structure). For structures exceeding 6-feet add one additional 18 test for every additional 6-feet. For example: 6-foot manhole – 3 tests. 6-feet, 1-19 inch manhole thru 11-feet, 11-inch manhole – 4 tests, 12-foot manhole – 5 tests. 20 Etc… Tests performed per ASTM D7234 – Standard Test Method for Pull-Off 21 Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion 22 Testers.23 1) Document and attest all test results repairs made and provide to the City 24 (see structure/manhole report formfor adhesion testing at the end of this 25 specification).26 2) The adhesive used to attach the dollies shall have a tensile strength greater 27 that the liner.28 3) Failure of the dolly adhesive is deemed a non-test and requires retesting.29 4) All the pull tests shall exceed 300 psi or concrete failure with more than 30 50% of the subsurface adhered to the coating. If over 1/3rd fail, additional tests 31 may be required by the City. If additional tests fail the City may require 32 removal and replacement of the liner at the contractor’s expense.33 3. Holiday Detection Testing34 a. Holiday Detection test the liner per NACE SP0188 – Discontinuity (Holiday) 35 Testing of New Protective Coatings on Conductive Substrates. Mark all 36 detected holidays. Repair all holidays in accordance to coating manufacturer’s 37 recommendations.38 1) Document and attest all test results repairs made and provide to the 39 City (see structure/manhole report for holiday detection testing at the 40 end of this specification).41 33 39 60 -11 LINERS FOR SANITARY SEWER STRUCTURES Page 11of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 2) For example, the typical testing requirements are 100 volts per mil to 1 12,500 volts to test 125 mils. Contractor shall mark any location that 2 shows a spark or potential for a pinhole and repair these locations per 3 manufacturer recommendations. 4 4. CCTV5 a. Post Construction CCTV recordings shall be made after all other testing is 6 completed, including the repairs that are made to the lining following any test 7 failures.8 b. After liner installation, conduct post-CCTV in accordance with Section 33 01 31. 9 Video camera shall be lowered from the top of the manhole to the invert, to video 10 all lined surfaces, prior to beginning post-CCTV of the main. Payment for this 11 work is subsidiary to the cost for the post-CCTV of the main.12 c. A bonded third-party testing company shall perform the testing.13 d. Or Contractor may perform tests if witnessed by representative of the coating 14 manufacturer. Coating manufacturer representative to provide certification that 15 Contractor performed tests in accordance with noted standards.16 G. Non-Conforming Work17 1. City reserves the right to require additional testing depending on the rate of failure.18 2. City will select testing locations.19 3. Repair all defects according to the manufacturer’s recommendations.20 H. Testing Frequency21 1. Projects with 10 or less manholes and/or structures test all.22 2. Projects with greater than 10 manholes and/or structures, test at least 10 and test 25 23 percent of manholes and/or structures after the first 10.24 3. City will select the manholes and/or structures to be tested.25 I. Test manhole for final acceptance according to Section 33 01 30.26 3.8 SYSTEM STARTUP [NOT USED]27 3.9 ADJUSTING [NOT USED]28 3.10 CLEANING [NOT USED]29 3.11 CLOSEOUT ACTIVITIES30 A. Provide all test results from testing per Section 2.4 and applicator certifications per 31 Section 3.1 and in accordance with Section 1.7.In addition, perform vacuum test and 32 provide results using the test form per Section 33 01 30, Sewer and Manhole Testing.33 B. Upon final completion of the work, the manufacturer and/or the testing firm will 34 provide a written certification of proper application to the City. 35 C. The certification will confirm that the deficient areas were repaired in accordance with 36 the procedure set forth in this Specification. The final report will detail the location of the 37 repairs in the structure and description of the repairs. See attached testing forms.38 33 39 60 -12 LINERS FOR SANITARY SEWER STRUCTURES Page 12of 12 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 29, 2021 3.12 PROTECTION [NOT USED]1 3.13 MAINTENANCE [NOT USED]2 3.14 ATTACHMENTS [NOT USED]3 END OF SECTION4 Revision Log DATE NAME SUMMARY OF CHANGE 09-23-2020 J. Kasavich Further clarification on the sizes and types of manholes under Part 1.2. Removal of Raven Lining system and inclusion of SpectraShield and Warren Environmental System 301, and ARC S1HB by A.W. Chesterton Company. Additional source quality control and field quality control test requirements. Added testing forms for Wet Film Thickness, Manhole Holiday/Spark Detection, and Manhole Adhesion Test. 4-21-2021 J. Kasavich Provided minor revisions to clarify how testing is to be recorded and order of testing. 5 -1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 SECTION 33 05 101 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL2 PART 1 - GENERAL3 1.1 SUMMARY4 A. Section Includes:5 1. Excavation, Embedment and Backfill for:6 a. Pressure Applications7 1) Water Distribution or Transmission Main8 2) Wastewater Force Main9 3) Reclaimed Water Main10 b. Gravity Applications11 1) Wastewater Gravity Mains12 2) Storm Sewer Pipe and Culverts13 3) Storm Sewer Precast Box and Culverts14 2. Including:15 a. Excavation of all material encountered, including rock and unsuitable materials16 b. Disposal of excess unsuitable material17 c. Site specific trench safety18 d. Pumping and dewatering19 e. Embedment20 f. Concrete encasement for utility lines21 g. Backfill22 h. Compaction23 B. Deviations from this City of Fort Worth Standard Specification24 1. None.25 C. Related Specification Sections include, but are not necessarily limited to:26 1. Division 0 – Bidding Requirements, Contract Forms, and Conditions of the 27 Contract28 2. Division 1 – General Requirements29 3. Section 02 41 13 – Selective Site Demolition30 4. Section 02 41 15 – Paving Removal31 5. Section 02 41 14 – Utility Removal/Abandonment32 6. Section 03 30 00 – Cast-in-place Concrete33 7. Section 03 34 13 – Controlled Low Strength Material (CLSM)34 8. Section 31 10 00 – Site Clearing35 9. Section 31 25 00 – Erosion and Sediment Control36 10. Section 33 05 26 – Utility Markers/Locators37 11. Section 34 71 13 – Traffic Control38 1.2 PRICE AND PAYMENT PROCEDURES39 A. Measurement and Payment40 -2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 1. Trench Excavation, Embedment and Backfill associated with the installation of an 1 underground utility or excavation2 a. Measurement3 1) This Item is considered subsidiary to the installation of the utility pipe line 4 as designated in the Drawings.5 b. Payment6 1) The work performed and the materials furnished in accordance with this 7 Item are considered subsidiary to the installation of the utility pipe for the 8 type of embedment and backfill as indicated on the plans. No other 9 compensation will be allowed. 10 2. Imported Embedment or Backfill11 a. Measurement12 1) Measured by the cubic yard as delivered to the site and recorded by truck 13 ticket provided to the City14 b. Payment15 1) Imported fill shall only be paid when using materials for embedment and 16 backfill other than those identified in the Drawings. The work performed 17 and materials furnished in accordance with pre-bid item and measured as 18 provided under “Measurement” will be paid for at the unit price bid per 19 cubic yard of “Imported Embedment/Backfill” delivered to the Site for:20 a) Various embedment/backfill materials21 c. The price bid shall include:22 1) Furnishing backfill or embedment as specified by this Specification23 2) Hauling to the site24 3) Placement and compaction of backfillor embedment25 3. Concrete Encasement for Utility Lines26 a. Measurement27 1) Measured by the cubic yard per plan quantity.28 b. Payment29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under “Measurement” will be paid for at the unit 31 price bid per cubic yard of “Concrete Encasement for Utility Lines” per 32 plan quantity.33 c. The price bid shall include:34 1) Furnishing, hauling, placing and finishing concrete in accordance with 35 Section 03 30 00 36 2) Clean-up37 4. Ground Water Control38 a. Measurement39 1) Measurement shall be lump sum when a ground water control plan is 40 specifically required by the Contract Documents.41 b. Payment42 1) Payment shall be per the lump sum price bid for “Ground Water Control”43 including:44 a) Submittals45 b) Additional Testing46 c) Ground water control system installation47 d) Ground water control system operations and maintenance48 e) Disposal of water49 -3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 f) Removal of ground water control system1 5. Trench Safety2 a. Measurement3 1) Measured per linear foot of excavation for all trenches that require trench 4 safety in accordance with OSHA excavation safety standards (29 CFR Part 5 1926 Subpart PSafety and Health regulations for Construction)6 b. Payment7 1) The work performed and materials furnished in accordance with this Item 8 and measured as provided under “Measurement” will be paid for at the unit 9 price bid per linear foot of excavation to comply with OSHA excavation 10 safety standards (29 CFR Part 1926.650 Subpart P), including, but not 11 limited to, all submittals, labor and equipment.12 1.3 REFERENCES13 A. Definitions14 1. General – Definitions used in this section are in accordance with Terminologies 15 ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise 16 noted.17 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, 18 haunching bedding, springline, pipe zone and foundation are defined as shown in 19 the following schematic:20 21 -4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 3. Deleterious materials – Harmful materials such as clay lumps, silts and organic 1 material2 4. Excavated Trench Depth – Distance from the surface to the bottom of the bedding 3 or the trench foundation4 5. Final Backfill Depth 5 a. Unpaved Areas – The depth of the final backfill measured from the top of the 6 initial backfill to the surface7 b. Paved Areas – The depth of the final backfill measured from the top of the 8 initial backfill to bottom of permanent or temporary pavement repair9 B. Reference Standards10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited.13 2. ASTM Standards:14 a. ASTM C33-08 Standard Specifications for Concrete Aggregates15 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 16 Magnesium Sulfate17 c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate18 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 19 Bridge Construction.20 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large-21 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine22 f. ASTM D588 – Standard Test method for Moisture-Density Relations of Soil-23 Cement Mixture24 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 25 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)).26 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 27 Place by Sand Cone Method.28 i. ASTM 2487 – 10 Standard Classification of Soils for Engineering Purposes 29 (Unified Soil Classification System)30 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 31 and Other Gravity-Flow Applications32 k. ASTM D2922 – Standard Test Methods for Density of Soils and Soil 33 Aggregate in Place by Nuclear Methods (Shallow Depth)34 l. ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 35 place by Nuclear Methods (Shallow Depth)36 m. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 37 Weight of Soils and Calculations of Relative Density38 3. OSHA39 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 40 Regulations for Construction, Subpart P - Excavations41 1.4 ADMINISTRATIVE REQUIREMENTS42 A. Coordination43 1. Utility Company Notification44 a. Notify area utility companies at least 48 hours in advance, excluding weekends 45 and holidays, before starting excavation.46 -5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 b. Request the location of buried lines and cables in the vicinity of the proposed 1 work.2 B. Sequencing3 1. Sequence work for each section of the pipe installed to complete the embedment4 and backfill placement on the day the pipe foundation is complete.5 2. Sequence work such that proctors are complete in accordance with ASTM D698 6 prior to commencement of construction activities.7 1.5 SUBMITTALS8 A. Submittals shall be in accordance with Section 01 33 00. 9 B. All submittals shall be approved by the City prior to construction.10 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS11 A. Shop Drawings12 1. Provide detailed drawings and explanation for ground water and surface water 13 control, if required.14 2. Trench Safety Plan in accordance with Occupational Safety and Health 15 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P -16 Excavations17 3. Stockpiled excavation and/or backfill material18 a. Provide a description of the storage of the excavated material only if the 19 Contract Documentsdo not allow storage of materials in the right-of-way of the 20 easement.21 1.7 CLOSEOUT SUBMITTALS [NOT USED]22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]23 1.9 QUALITY ASSURANCE [NOT USED]24 1.10 DELIVERY, STORAGE, AND HANDLING25 A. Storage 26 1. Within Existing Rights-of-Way (ROW)27 a. Spoil, imported embedment and backfill materials may be stored within 28 existing ROW, easements or temporary construction easements,unless 29 specifically disallowed in the Contract Documents.30 b. Do not block drainage ways, inlets or driveways.31 c. Provide erosion control in accordance with Section 31 25 00.32 d. Store materials only in areas barricaded as provided in the traffic control plans.33 e. In non-paved areas, do not store material on the root zone of any trees or in 34 landscaped areas.35 2. Designated Storage Areas 36 a. If theContract Documentsdo not allow the storage of spoils, embedment or 37 backfill materials within the ROW, easement or temporary construction 38 easement, then secure and maintain an adequate storage location.39 b. Provide an affidavit that rights have been secured to store the materials on 40 private property.41 c. Provide erosion control in accordance with Section 31 25 00.42 -6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 d. Do not block drainage ways.1 e. Only materials used for 1 working day will be allowed to be stored in the work 2 zone.3 B. Deliveries and haul-off - Coordinate all deliveries and haul-off.4 1.11 FIELD [SITE] CONDITIONS5 A. Existing Conditions6 1. Any data which has been or may be provided on subsurface conditions is not 7 intended as a representation or warranty of accuracy or continuity between soils. It 8 is expressly understood that neither the City nor the Engineer will be responsible 9 for interpretations or conclusions drawn there from by the Contractor.10 2. Data is made available for the convenience of the Contractor.11 1.12 WARRANTY [NOT USED]12 PART 2 - PRODUCTS13 2.1 OWNER-FURNISHED [OR ] OWNER-SUPPLIED PRODUCTS14 2.2 MATERIALS15 A. Materials16 1. Utility Sand17 a. Granular and free flowing18 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 19 fine aggregate according to ASTM C 3320 c. Reasonably free of organic material21 d. Gradation: sand material consisting of durable particles, free of thin or 22 elongated pieces, lumps of clay, loam or vegetable matter and meets the 23 following gradation may be used for utility sand embedment/backfill24 25 Sieve Size Percent Retained ½”0 ¼”0-5 #4 0-10 #16 0-20 #50 20-70 #100 60-90 #200 90-100 26 e. The City has a pre-approved list of sand sources for utility embedment. The 27 pre-approved list can be found on the City website, Project Resources page. 28 The utility sand sources in the pre-approved list have demonstrated continued 29 quality and uniformity on City of Fort Worth projects. Sand from these sources 30 are pre-approved for use on City projects without project specific testing.31 2. Crushed Rock32 a. Durable crushed rock or recycled concrete33 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 6734 -7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 c. May be unwashed1 d. Free from significant silt clay or unsuitable materials2 e. Percentage of wear not more than 40 percent per ASTM C131 or C5353 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 4 sodium sulfate soundness per ASTM C885 3. Fine Crushed Rock6 a. Durable crushed rock7 b. Meets the gradation of ASTM D448 size numbers 8 or 898 c. May be unwashed9 d. Free from significant silt clay or unsuitable materials.10 e. Have a percentage of wear not more than 40 percentper ASTM C131 or C53511 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 12 sodium sulfate soundness per ASTM C8813 4. Ballast Stone14 a. Stone ranging from 3 inches to 6 inches in greatest dimension.15 b. May be unwashed16 c. Free from significant silt clay or unsuitable materials17 d. Percentage of wear not more than 40 percent per ASTM C131 or C53518 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 19 sodium sulfate soundness per ASTM C8820 5. Acceptable Backfill Material21 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 22 ASTM D248723 b. Free from deleterious materials, boulders over 6 inches in size and organics24 c. Can be placed free from voids25 d. Must have 20 percent passing the number 200 sieve26 6. Blended Backfill Material27 a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D248728 b. Blended with in-situ or imported acceptable backfill material to meet the 29 requirements of an Acceptable Backfill Material30 c. Free from deleterious materials, boulders over 6 inches in size and organics31 d. Must have 20 percent passing the number 200 sieve32 7. Unacceptable Backfill Material33 a. In-situ soils classified as ML, MH, PT, OLor OH in accordance with ASTM 34 D248735 8. Select Fill36 a. Classified as SC or CLin accordance with ASTM D248737 b. Liquid limit less than 3538 c. Plasticity index between 8 and 2039 9. Cement Stabilized Sand (CSS)40 a. Sand41 1) Shall be clean, durable sand meeting grading requirements for fine 42 aggregates of ASTM C33 and the following requirements:43 a) Classified as SW, SP, or SMby the United Soil Classification System 44 of ASTM D248745 b) Deleterious materials46 (1) Clay lumps, ASTM C142, less than 0.5 percent47 (2) Lightweight pieces, ASTM C123, less than 5.0 percent48 -8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 (3) Organic impurities, ASTM C40, color no darker than standard 1 color2 (4) Plasticity index of 4 or less when tested in accordance with ASTM 3 D4318.4 b. Minimum of 4 percent cement content of Type I/II portland cement5 c. Water6 1) Potable water, free of soils, acids, alkalis, organic matter or other 7 deleterious substances, meeting requirements of ASTM C948 d. Mix in a stationary pug mill, weigh-batch or continuous mixing plant.9 e. Strength10 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 11 D1633, Method A12 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 13 D1633, Method A14 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill 15 that exceeds the maximum compressive strength shall be removed by the 16 Contractor for no additional compensation.17 f. Random samples of delivered product will be taken in the field at point of 18 delivery for each day of placement in the work area. Specimens will be prepared 19 in accordance with ASTM D1632.20 10. Controlled Low Strength Material (CLSM)21 a. Conform to Section 03 34 1322 11. Trench Geotextile Fabric23 a. Soils other than ML or OH in accordance with ASTM D248724 1) Needle punch, nonwoven geotextile composed of polypropylene fibers25 2) Fibers shall retain their relative position26 3) Inert to biological degradation27 4) Resist naturally occurring chemicals28 5) UV Resistant29 6) Mirafi 140N by Tencate, or approved equal30 b. Soils Classified as ML or OH in accordance with ASTM D248731 1) High-tenacity monofilament polypropylene woven yarn32 2) Percent open area of 8 percent to10 percent33 3) Fibers shall retain their relative position34 4) Inert to biological degradation35 5) Resist naturally occurring chemicals36 6) UV Resistant37 7) Mirafi FW402 by Tencate, or approved equal38 12. Concrete Encasement39 a. Conform to Section 03 30 00.40 -9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 2.3 ACCESSORIES [NOT USED]1 2.4 SOURCE QUALITY CONTROL [NOT USED]2 PART 3 - EXECUTION3 3.1 INSTALLERS [NOT USED]4 3.2 EXAMINATION5 A. Verification of Conditions6 1. Review all known, identified or marked utilities, whether public or private, prior to 7 excavation.8 2. Locate and protect all known, identified and marked utilities or underground 9 facilities as excavation progresses.10 3. Notify all utility owners within the project limits 48 hours prior to beginning 11 excavation.12 4. The information and data shown in the Drawings with respect to utilities is 13 approximate and based on record information or on physical appurtenances 14 observed within the project limits.15 5. Coordinate with the Owner(s) of underground facilities.16 6. Immediately notify any utility owner of damages to underground facilities resulting 17 from construction activities.18 7. Repair any damages resulting from the construction activities.19 B. Notify the City immediately of any changed condition that impacts excavation and 20 installation of the proposed utility.21 3.3 PREPARATION22 A. Protection of In-Place Conditions23 1. Pavement24 a. Conduct activities in such a way that does not damage existing pavement that is 25 designated to remain.26 1) Where desired to move equipment not licensed for operation on public 27 roads or across pavement, provide means to protect the pavement from all 28 damage.29 b. Repair or replace any pavement damaged due to the negligence of the 30 contractor outside the limits designated for pavement removalat no additional 31 cost to the City. 32 2. Drainage33 a. Maintain positive drainage during construction and re-establish drainage for all 34 swales and culverts affected by construction.35 3. Trees36 a. When operating outside of existing ROW, stake permanent and temporary 37 construction easements.38 b. Restrict all construction activities to the designated easements and ROW.39 c. Flag and protect all trees designated to remain in accordance with Section 31 10 40 00.41 -10 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 10of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 d. Conduct excavation, embedment and backfill in a manner such that there is no 1 damage to the tree canopy.2 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 3 specifically allowed by the City.4 1) Pruning or trimming may only be accomplished with equipments 5 specifically designed for tree pruning or trimming.6 f. Remove trees specifically designated to be removed in the Drawings in 7 accordance with Section 31 10 00.8 4. Above ground Structures9 a. Protect all above ground structures adjacent to the construction.10 b. Remove above ground structures designated for removal in the Drawings in 11 accordance with Section 02 41 1312 5. Traffic13 a. Maintain existing traffic, except as modified by the traffic control plan, and in 14 accordance with Section 34 71 13.15 b. Do not block access to driveways or alleys for extended periods of time unless:16 1) Alternative access has been provided17 2) Proper notification has been provided to the property owner or resident18 3) It is specifically allowed in the traffic control plan19 c. Use traffic rated plates to maintain access until access is restored. 20 6. Traffic Signal – Poles, Mast Arms, Pull boxes, Detector loops21 a. Notify the City’s Transportation Management Division a minimum of 48 hours 22 prior to any excavation that could impact the operations of an existing traffic 23 signal.24 b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit25 and detector loops.26 c. Immediately notify the City’s Transportation Management Division if any 27 damage occurs to any component of the traffic signal due to the contractors 28 activities. 29 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 30 cabinets, conduit and detector loops as a result of the construction activities.31 7. Fences32 a. Protect all fences designated to remain. 33 b. Leave fence in the equal or better condition as prior to construction.34 3.4 INSTALLATION35 A. Excavation36 1. Excavate to a depth indicated on the Drawings.37 2. Trench excavations are defined as unclassified. No additional payment shall be 38 granted for rock or other in-situ materials encountered in the trench.39 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings40 and bracing in accordance with the Excavation Safety Plan.41 4. The bottom of the excavation shall be firm and free from standing water.42 a. Notify the City immediately if the water and/or the in-situ soils do not provide 43 for a firm trench bottom.44 b. The City will determine if any changes are required in the pipe foundation or 45 bedding.46 -11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 11of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 1 excavation shall not advance beyond the pipe placement so that the trench may be 2 backfilled in the same day. 3 6. Over Excavation4 a. Fill over excavated areas with the specified bedding material as specified for 5 the specific pipe to be installed. 6 b. No additional payment will be made for over excavation or additional bedding 7 material.8 7. Unacceptable Backfill Materials9 a. In-situ soils classified as unacceptable backfill material shall be separated from10 acceptable backfill materials.11 b. If the unacceptable backfill material is to be blended in accordance with this12 Specification, then store material in a suitable location until the material is 13 blended.14 c. Remove all unacceptable material from the project site that is not intended to be 15 blended or modified.16 8. Rock – No additional compensation will be paid for rock excavation or other 17 changed field conditions.18 B. Shoring, Sheeting and Bracing19 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 20 specific excavation safety system in accordance with Federal and State 21 requirements.22 2. Excavation protection systems shall be designed according to the space limitations 23 as indicated in the Drawings.24 3. Furnish, put in place and maintain a trench safety system in accordance with the 25 Excavation Safety Plan and required by Federal, State or local safety requirements.26 4. If soil or water conditions are encountered that are not addressed by the current 27 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 28 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 29 City.30 5. Do not allow soil, or water containing soil, to migrate through the Excavation 31 Safety System in sufficient quantities to adversely affect the suitability of the 32 Excavation Protection System. Movable bracing, shoring plates or trench boxes 33 used to support the sides of the trench excavation shall not:34 a. Disturb the embedment located in the pipe zone or lower35 b. Alter the pipe’s line and grade after the Excavation Protection System is 36 removed37 c. Compromise the compaction of the embedment located below the spring line of 38 the pipe and in the haunching39 C. Water Control40 1. Surface Water41 a. Furnish all materials and equipment and perform all incidental work required to 42 direct surface water away from the excavation.43 2. Ground Water44 a. Furnish all materials and equipment to dewater ground water by a method 45 which preserves the undisturbed state of the subgrade soils.46 b. Do not allow the pipe to be submerged within 24 hours after placement.47 -12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 c. Do not allow water to flow over concrete until it has sufficiently cured.1 d. Engage a Licensed Engineer in the State of Texas to preparea Ground Water 2 Control Plan if any of the following conditions areencountered:3 1) A Ground Water Control Plan is specifically required by the Contract 4 Documents5 2) If in the sole judgment of the City, ground water is so severe that an 6 Engineered Ground Water Control Plan is required to protect the trench or 7 the installation of the pipe which may include:8 a) Ground water levels in the trench are unable to be maintained below 9 the top of the bedding10 b) A firm trench bottom cannot be maintained due to ground water11 c) Ground water entering the excavation undermines the stability of the 12 excavation.13 d) Ground water entering the excavation is transporting unacceptable 14 quantities of soils through the Excavation Safety System.15 e. In the event that there is no bid item for a Ground Water Control and the City 16 requires an Engineered Ground Water ControlPlan dueto conditions discovered 17 at the site, the contractor will be eligible to submit a change order.18 f. Control of ground water shall be considered subsidiary to the excavation when:19 1) No Ground Water Control Plan is specifically identified and required in the 20 Contract Documents21 g. Ground Water Control Plan installation, operation and maintenance22 1) Furnish all materials and equipment necessary to implement, operate and 23 maintain the Ground Water Control Plan.24 2) Once the excavation is complete, remove all ground water control 25 equipment not called to be incorporated into the work.26 h. Water Disposal27 1) Dispose of ground water in accordance with City policy or Ordinance.28 2) Do not discharge ground water onto or across private property without 29 written permission. 30 3) Permission from the City is required prior to disposal into the Sanitary 31 Sewer.32 4) Disposal shall not violate any Federal, State or local regulations.33 D. Embedment and Pipe Placement34 1. Water Lines less than, or equal to, 12 inches in diameter:35 a. The entire embedment zone shall be of uniform material.36 b. Utility sand shall be generally used for embedment.37 c. If ground water is in sufficient quantity to cause sand to pump, then use 38 crushed rock as embedment.39 1) If crushed rock is not specifically identified in the Contract Documents,40 then crushed rock shall be paid by the pre-bid unit price. 41 d. Place evenly spread bedding material on a firm trench bottom.42 e. Provide firm, uniform bedding.43 f. Place pipe on the bedding in accordance with the alignment of the Drawings.44 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 45 proposed grade, unless specifically called for in the Drawings.46 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 47 more than 12 inches, above the pipe.48 -13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 1 the elevation of the valve nut.2 j. Form all blocking against undisturbed trench wall to the dimensions in the 3 Drawings.4 k. Compact embedment and initial backfill.5 l. Place marker tape on top of the initial trench backfill in accordance with 6 Section 33 05 26.7 2. Water Lines 16-inches through 24-inches in diameter:8 a. The entire embedment zone shall be of uniform material.9 b. Utility sand may be used for embedment when the excavated trench depth is 10 less than 15 feet deep.11 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 12 trench depths 15 feet, or greater.13 d. Crushed rock shall be used for embedment for steel pipe.14 e. Provide trench geotextile fabric at any location where crushed rock or fine 15 crushed rock come into contact with utility sand16 f. Place evenly spread bedding material on a firm trench bottom. 17 g. Provide firm, uniform bedding.18 1) Additional bedding may be required if ground water is present in the 19 trench.20 2) If additional crushed rock is required not specifically identified in the 21 Contract Documents, then crushed rock shall be paid by the pre-bid unit 22 price. 23 h. Place pipe on the bedding according to the alignment shown on the Drawings.24 i. The pipe line shall be within:25 1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water 26 lines27 j. Place and compact embedment material to adequately support haunches in 28 accordance with the pipe manufacturer’s recommendations.29 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 30 but not more than 12 inches, above the pipe.31 l. Where gate valves are present, the initial backfill shall extend to up to the valve 32 nut.33 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 34 ASTM D 698.35 n. Density test performed by a commercial testing firm approved by the City to 36 verify that the compaction of embedment meets requirements.37 o. Place trench geotextile fabric on top of the initial backfill.38 p. Place marker tape on top of the trench geotextile fabric in accordance with 39 Section 33 05 26.40 3. Water Lines 30-inches and greater in diameter41 a. The entire embedment zone shall be of uniform material.42 b. Crushed rock shall be used for embedment.43 c. Provide trench geotextile fabric at any location where crushed rock or fine 44 crushed rock come into contact with utility sand.45 d. Place evenly spread bedding material on a firm trench bottom. 46 e. Provide firm, uniform bedding.47 1) Additional bedding may be required if ground water is present in the 48 trench.49 -14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 2) If additional crushed rock is required which is not specifically identified in1 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 2 price. 3 f. Place pipe on the bedding according to the alignment shown on the Drawings.4 g. The pipe line shall be within:5 1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines6 h. Place and compact embedment material to adequately support haunches in 7 accordance with the pipe manufacturer’s recommendations.8 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 9 not exceed the spring line prior to compaction.10 j. Place remaining embedment, including initial backfill, to a minimum of 6 11 inches, but not more than 12 inches, above the pipe.12 k. Where gate valves are present, the initial backfill shall extend to up to the valve 13 nut.14 l. Compact the embedment and initial backfill to 95 percent Standard Proctor 15 ASTM D 698.16 m. Density test may be performed by a commercial testing firm approved by the 17 City to verify that the compaction of embedment meets requirements.18 n. Place trench geotextile fabric on top of the initial backfill.19 o. Place marker tape on top of the trench geotextile fabric in accordance with 20 Section 33 05 26.21 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE)22 a. The entire embedment zone shall be of uniform material.23 b. Crushed rock shall be used for embedment.24 c. Place evenly spread bedding material on a firm trench bottom. 25 d. Spread bedding so that lines and grades are maintained and that there are no 26 sags in the sanitary sewer pipe line.27 e. Provide firm, uniform bedding.28 1) Additional bedding may be required if ground water is present in the 29 trench.30 2) If additional crushed rock is required which is not specifically identified in 31 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 32 price. 33 f. Place pipe on the bedding according to the alignment shown in the Drawings.34 g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent 35 with the grade shown on the Drawings.36 h. Place and compact embedment material to adequately support haunches in 37 accordance with the pipe manufacturer’s recommendations.38 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 39 exceed the spring line prior to compaction.40 j. Place remaining embedment including initial backfill to a minimum of 6 inches,41 but not more than 12 inches, above the pipe.42 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 43 ASTM D 698.44 l. Density test may be performed by a commercial testing firm approved by the 45 City to verify that the compaction of embedment meets requirements.46 m. Place trench geotextile fabric on top of the initial backfill.47 n. Place marker tape on top of the trench geotextile fabric in accordance with 48 Section 33 05 26.49 -15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 5. Storm Sewer (RCP)1 a. The bedding and the pipe zone up to the spring line shall be of uniform 2 material.3 b. Crushed rock shall be used for embedment up to the spring line.4 c. The specified backfill material may be used above the spring line.5 d. Place evenly spread bedding material on a firm trench bottom. 6 e. Spread bedding so that lines and grades are maintained and that there are no 7 sags in the storm sewer pipe line.8 f. Provide firm, uniform bedding.9 1) Additional bedding may be required if ground water is present in the 10 trench.11 2) If additional crushed rock is required which is not specifically identified in 12 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 13 price. 14 g. Place pipe on the bedding according to the alignment of the Drawings.15 h. The pipe line shall be within ±0.1 inches of the elevation, and be consistent 16 with the grade, shown on the Drawings.17 i. Place embedment material up to the spring line. 18 1) Placeembedment to ensure that adequate support is obtained in the haunch.19 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 20 ASTM D 698.21 k. Density test may be performed by a commercial testing firm approved by the 22 City to verify that the compaction of embedment meets requirements.23 l. Place trench geotextile fabric on top of pipe and crushed rock.24 6. Storm Sewer (PP - Polypropylene) 25 a. The entire embedment zone shall be of uniform material.26 b. Crushed rock shall be used for embedment up to top of pipe. 27 c. Place evenly spread bedding material on a firm trench bottom. 28 d. Spread bedding so that lines and grades are maintained and that there are no sags 29 in the storm sewer pipe line.30 e. Provide firm, uniform bedding. 31 1) Additional bedding may be required if ground water is present in the 32 trench. 33 2) If additional crushed rock is required which is not specifically 34 identified in the Contract Documents, then crushed rock shall be paid 35 by the pre-bid unit price. 36 f. Place pipe on the bedding according to the alignment shown in the Drawings. 37 g. The pipe line shall be within ±0.1 inches of the elevation, and be consistent with 38 the grade shown on the Drawings. 39 h. Place and compact embedment material to adequately support haunches in 40 accordance with the pipe manufacturer’s recommendations. 41 i. Compact the embedment and initial backfill to 95 percent Standard Proctor 42 ASTM D 698. 43 j. Density test may be performed by City to verify that the compaction of 44 embedment meets requirements. 45 k. Place trench geotextile fabric on top of the initial backfill.46 7. Storm Sewer Reinforced Concrete Box47 a. Crushed rock shall be used for bedding.48 b. The pipe zone and the initial backfill shall be:49 -16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 1) Crushed rock, or1 2) Acceptable backfill material compacted to 95 percent Standard Proctor 2 density3 c. Place evenly spread compacted bedding material on a firm trench bottom. 4 d. Spread bedding so that lines and grades are maintained and that there are no 5 sags in the storm sewer pipe line.6 e. Provide firm, uniform bedding.7 1) Additional bedding may be required if ground water is present in the 8 trench.9 2) If additional crushed rock is required which is not specifically identified in 10 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 11 price. 12 f. Fill the annular space between multiple boxes with crushed rock, CLSM 13 according to 03 34 13.14 g. Place pipe on the bedding according to the alignment of the Drawings.15 h. The pipe shall be within ±0.1 inches of the elevation, and be consistent with the 16 grade, shown on theDrawings.17 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 18 D698.19 8. Water Services (Less than 2 Inches in Diameter)20 a. The entire embedment zone shall be of uniform material.21 b. Utility sand shall be generally used for embedment.22 c. Place evenly spread bedding material on a firm trench bottom. 23 d. Provide firm, uniform bedding.24 e. Place pipe on the bedding according to the alignment of the Plans.25 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698.26 9. Sanitary Sewer Services27 a. The entire embedment zone shall be of uniform material.28 b. Crushed rock shall be used for embedment.29 c. Place evenly spread bedding material on a firm trench bottom. 30 d. Spread bedding so that lines and grades are maintained and that there are no 31 sags in the sanitary sewer pipe line.32 e. Provide firm, uniform bedding.33 1) Additional bedding may be required if ground water is present in the 34 trench.35 2) If additional crushed rock is required which is not specifically identified in 36 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 37 price. 38 f. Place pipe on the bedding according to the alignment of the Drawings.39 g. Place remaining embedment, including initial backfill, to a minimum of 6 40 inches, but not more than 12 inches, above the pipe.41 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698.42 i. Density test may be required to verify that the compaction meets the density 43 requirements. 44 E. Trench Backfill45 1. At a minimum, place backfill in such a manner that the required in-place density 46 and moisture content is obtained, and so that there will be no damage to the surface, 47 pavement or structuresdue to any trench settlement or trench movement.48 -17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 a. Meeting the requirement herein does not relieve the responsibility to damages 1 associated with the Work.2 2. Backfill Material3 a. Final backfill (not under existing pavement or future pavement)4 1) Backfill with:5 a) Acceptable backfill material6 b) Blended backfill material, or7 c) Select backfill material, CSS, or CLSMwhen specifically required8 b. Final backfill depth 15 feet or greater (under existing or future pavement)9 1) Backfill depth from 0 to15 feet deep10 a) Backfill with:11 (1) Acceptable backfill material12 (2) Blended backfill material, or13 (3) Select backfill material, CSS, or CLSM when specifically required14 2) Backfill depth from 15 feet and greater15 a) Backfill with:16 (1) Select Fill17 (2) CSS, or18 (3) CLSM when specifically required19 b)20 c. Backfill for service lines:21 1) Backfill for water or sewer service lines shall be the same as the 22 requirement of the main that the service is connected to.23 3. Required Compaction and Density24 a. Final backfill (depths less than 15 feet/under existing or future pavement)25 1) Compact acceptable backfill material, blended backfill material or select 26 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 27 moisture content within -2 to +5 percent of the optimum moisture.28 2) CSS or CLSM requires no compaction.29 b. Final backfill (depths 15 feet and greater/under existing or future pavement)30 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 31 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 32 moistureup to the final grade.33 2) CSS or CLSM requires no compaction.34 c. Final backfill (not under existing or future pavement)35 1) Compact acceptable backfill material blended backfill material, or select 36 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 37 moisture content within -2 to +5 percent of the optimum moisture.38 4. Saturated Soils39 a. If in-situ soils consistently demonstrate that they are greater than 5 percent over 40 optimum moisture content, the soils are considered saturated.41 b. Flooding the trench or water jetting is strictly prohibited.42 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 43 Appendix, Contractor shall proceed with Work following all backfill procedures 44 outlined in the Drawings for areas of soil saturation greater than 5 percent.45 d. If saturated soils are encountered during Work but not identified in Drawings or 46 Geotechnical Report in the Appendix:47 1) The Contractor shall:48 a) Immediately notify the City.49 -18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 b) Submit a Contract Claim for Extra Work associated with direction from 1 City.2 2) The City shall:3 a) Investigate soils and determine if Work can proceed in the identified 4 location.5 b) Direct the Contractor of changed backfill procedures associated with 6 the saturated soils that may include:7 (1) Imported backfill8 (2) A site specific backfill design9 5. Placement of Backfill10 a. Use only compaction equipment specifically designed for compaction of a 11 particular soil type and within the space and depth limitation experienced in the 12 trench.13 b. Flooding the trench or water setting is strictly prohibited.14 c. Place in loose lifts not to exceed 12 inches.15 d. Compact to specified densities.16 e. Compact only on top of initial backfill, undisturbed trench or previously 17 compacted backfill.18 f. Remove any loose materials due to the movement of any trench box or shoring19 or due to sloughing of the trench wall.20 g. Install appropriate tracking balls for water and sanitary sewer trenches in 21 accordance with Section 33 05 26.22 6. Backfill Means and Methods Demonstration23 a. Notify the City in writing with sufficient time for the City to obtain samples 24 and perform standard proctor test in accordance with ASTM D698.25 b. The results of the standard proctor test must be received prior to beginning 26 excavation.27 c. Upon commencing of backfill placement for the project the Contractor shall 28 demonstrate means and methods to obtain the required densities.29 d. Demonstrate Means and Methods for compaction including:30 1) Depth of lifts for backfill which shall not exceed 12 inches31 2) Method of moisture control for excessively dry or wet backfill32 3) Placement and moving trench box, if used33 4) Compaction techniques in an open trench34 5) Compaction techniques around structure35 e. Provide a testing trench box to provide access to the recently backfilled 36 material.37 f. The City will provide a qualified testing lab full time during this period to 38 randomly test density and moisture continent.39 1) The testing lab will provide results as available on the job site.40 7. Varying Ground Conditions41 a. Notify the City of varying ground conditions and the need for additional 42 proctors.43 b. Request additional proctors when soil conditions change.44 c. The City may acquireadditional proctors at its discretion.45 d. Significant changes in soil conditions will require an additional Means and 46 Methods demonstration.47 -19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 3.5 REPAIR [NOT USED]1 3.6 RE-INSTALLATION [NOT USED]2 3.7 FIELD QUALITY CONTROL3 A. Field Tests and Inspections4 1. Proctors5 a. The City will perform Proctorsin accordance with ASTM D698.6 b. Test results will generally be available to within 4 calendar days and distributed 7 to:8 1) Contractor9 2) City Project Manager10 3) City Inspector11 4) Engineer12 c. Notify the City if the characteristic of the soil changes.13 d. City will perform new proctors for varying soils:14 1) When indicated in the geotechnical investigation in the Appendix15 2) If notified by the Contractor16 3) At the convenience of the City17 e. Trenches where different soil types are present at different depths, the proctors 18 shall be based on themixture of those soils.19 2. Density Testing of Backfill20 a. Density Tests shall be in conformance with ASTM D2922.21 b. Provide a testing trench protection for trench depths in excess of 5 feet.22 c. Place, move and remove testing trench protection as necessary to facilitate all 23 test conducted by the commercial testing firm approved by the City.24 d. The commercial testing lab will perform moisture/density test for every 200-ft 25 or less of trench length, as measured along the length of the pipe. A minimum of 26 one test shall be performed for every 2 vertical feet of compacted backfill 27 material, independent of the contractor’s lift thickness for compaction. Test 28 locations shall be staggered within each lift so that successive lifts are not tested 29 in the same location. A random number generator may be used to determine test 30 locations. Moisture/density tests shallbe performed at a depth not more than 2 31 feet above the top of the pipe bedding and in 2-foot increments up to the final 32 grade. The project inspector or project manager may request testing at an 33 increased frequency and/or at specific locations.34 e. The contractor can proceed with subsequent earthwork only after test results for 35 previously completed work comply with requirements. If the required 36 compaction density has not been obtained, the backfill should be scarified and 37 moistened or aerated, or removed to a depth required, and be replaced with 38 approved backfill, and re-compacted to the specified density at the contractor’s 39 expense. In no case will excavation, pipe-laying, or other operation be allowed 40 to proceed until the specified compaction is attained.41 f. The testing lab will provide results to Contractor and the City’s Inspector upon 42 completion of the testing.43 g. A formal report will be posted to the City’s Accela (Developer Projects) and 44 BIM 360 (City Projects) site within 48 hours.45 h. Test reports shallinclude:46 1) Location of test by station number47 -20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 20of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 2) Time and date of test1 3) Depth of testing2 4) Field moisture3 5) Dry density4 6) Proctor identifier5 7) Percent Proctor Density6 3. Density of Embedment7 a. Storm sewer boxes that are embedded with acceptable backfill material,8 blended backfill material, cement modified backfill material or select material 9 will follow the same testing procedure as backfill.10 b. The City may test fine crushed rock or crushed rock embedment in accordance 11 with ASTM D2922 or ASTM 1556.12 B. Non-Conforming Work13 1. All non-conforming work shall be removed and replaced.14 3.8 SYSTEM STARTUP [NOT USED]15 3.9 ADJUSTING [NOT USED]16 3.10 CLEANING [NOT USED]17 3.11 CLOSEOUT ACTIVITIES [NOT USED]18 3.12 PROTECTION [NOT USED]19 3.13 MAINTENANCE [NOT USED]20 3.14 ATTACHMENTS [NOT USED]21 END OF SECTION22 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2 –Added Item for Concrete Encasement for Utility Lines Various Sections – Revised Depths to Include 15’ and greater 3.3.A – Additional notes for pavement protection and positive drainage. 3.4.E.2 – Added requirements for backfill of service lines. 3.4.E.5 – Added language prohibiting flooding of trench 6/18/2013 D. Johnson 1.2.A.3 –Clarified measurement and payment for concrete encasement as per plan quantity 2.2.A – Added language for concrete encasement 11/09/16 Z. Arega 2.2.A.1.d Modify gradation for sand material 2/26/2021 Z. Arega 2.2 A. 1. E. - Added reference to pre-approved list of sand sources for embedment; 3.3 A. 6. - Changed reference to Transportation Management Division; 3.4 - Provided clarification re: use of commercial testing firms approved by City and backfill requirements; and 3.7 A. 2. Provided clarification re: backfill testing requirements. -21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21of 21 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS [Insert Project Number] Revised April 2, 2021 4/2/2021 M Owen 3.4 D. 6. Add requirements Storm Sewer (PP - Polypropylene) 1 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK Hiaom iaoi io nii> �?��a � ->�'zo�gW -�gBW 4_=�odoi�g�� W��Qa �w�p2o�oi�� p�.s�� 3g`o�=w�W�E o Q� ��W�g4�sQ �?�a�� ooa�o>GWOW�€ ie�gWp �o��a��. pao ` o=:m ' xWJ ' p�: °oo"a,Wk� °°�€�Wo`'' a �_� `2_rc�rca�a oec¢o��"�=a� k3G'z �roms�3� � �`��w �oca,x� we`3°zo�rc�"W.� £��x 3a,�"�.�� =W��pW�Q�,`a° ��m'= ��:., ==��Q=�a�oow�W l � , u0x96 b I / / J I . I I I � I II� III � I � 9 I � I � � Y I = I�, - � � , � �� '�� , �� xx �, �, I I � I 5'9[ Y�, I — I � /,� � I �. I � I I F FI�>� I _ I � — � '�� ; � — �I � �';: I K'y 1, � � �� t � E� i o�� IQ" I �' f>: I o �, I� - � ,: � - Q Y � � �� ' �;, � �, - ,, � �� Ip ; �p � �IN �w i :; 4 _ k : �- ,�il � �'I � . l.' ,`� � � I I '''I �� Fj � � ��,i rt� �� i i �'. 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DIXON SURVEV, ABSTRACT NO. 442, G. WILKES SURVEV, ABSTRACT NO. 1872 AND S.A. & M. G. R. R. CO. SURVEV, ABSTRACT NO. 1479 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Continued. COMMENCING at Reference Point "A" for a point in the east right—of—way of Markum Ranch Road (a variable width public right—of—way) and the west line of said Tract 4 for the beginning of a non—tangent curve to the left having a central angle of 04°11'02", a radius of 464.03 feet and a chord bearing and distance of North 19°40'49" West — 33.88 feet; Continuing with the east right—of—way line of said Markum Ranch Road and with said non—tangent curve to the left in a northwesterly direction, an arc length of 33.89 feet to the POINT OF BEGINNING of herein described tract of land, said point being the beginning of a non—tangent curve to the left having a central angle of 06°38'08", a radius of 464.03 feet and a chord bearing and distance of North 25'05'24" West — 53.71 feet; Continuing with the east right—of—way of said Markum Ranch Road and said with said non—tangent curve to the left in a northwesterly direction, an arc length of 53.74 feet; THENCE South 82°00'38" East, departing the east right—of—way line of said Markum Ranch Road, crossing into said Tract 4, a distance of 99.11 feet to a point; THENCE South 28°51'23" East, continuing across said Tract 4, a distance of 56.24 feet to a point; THENCE North 82°00'38" West, continuing across said Tract 4, a distance of 103.52 feet to the POINT OF BEGINNING and containing a calculated area of 4,532 square feet or 0.104 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB N0. B007295.001 PAGE 6 OF 6 �■ ' � Stephen R. Glosup � Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 10, 2022 � DUNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 �Q.�� G � O T�� Fa-\ F �i �� •i STEPHEN R. GLOSUP y �: 0 5570o�,P; o \�'p�••; :::••'�y SURv � TEMPORARY CONSTRUCTION EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NUMBER 442, G. WILKES SURVEY, ABSTRACT NO. 1872 AND S.A. & M.G. R.R. CO. SURVEY, ABSTRACT NO. 1479 City of Fort Worth, Tarrant County, Texas. 01/10/2022 EXHIBIT "A " SEWER FAC/L/TV EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NO. 442, G. WILKES SURVEV, ABSTRACT NO. 1872 AND S.A. & M. G. R. R. CO. SURVEV, ABSTRACT NO. 1479 PROPERTY DESCRIPTION SEWER FACILITY EASEMENT Parcel 11 BEING a tract of land situated in the S.A. & M.G. R.R. Co. Survey, Abstract No. 1479, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described as Tract 4 by deed to Dry Ranch LLC, recorded in County Clerk's Document No. D217210159, Deed Records, Tarrant County, Texas, said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a found 1/2" iron rod with red cap stamped "STEVENS SURVEYING"for the intersection of the north right—of—way line of Aledo Road (a variable width public right—of—way), the east right—of—way of Markum Ranch Road (a variable width public right—of—way) and the southwest corner of said Tract 4; South 86°26'42" East, with the north right—of—way line of said Aledo Road, a distance of 285.45 feet to the POINT OF BEGINNING of herein described tract of land; THENCE North 28°51'23" West, departing the north right—of—way line of said Aledo Road, crossing into said Tract 4, a distance of 185.86 feet to a point; THENCE North 82'00'38" West, continuing across said Tract 4, a distance of 224.89 feet to a point in the east right—of—way line of said Markum Ranch Road for the beginning of a non—tangent curve to the left having a central angle of 04°11'02", a radius of 464.03 feet and chord bearing and distance of North 19°40'49"West — 33.88 feet; THENCE continuing with the east right—of—way line of said Markum Ranch Road and with said non—tangent curve to the left in a northwesterly direction, an arc length of 33.89 feet to a point; THENCE South 82°00'38" East, departing said east right—of—way line of said Markum Ranch Road, crossing into said Tract 4, a distance of 255.63 feet to a point; THENCE South 28°51'23" East, continuing across said Tract 4, a distance of 219.92 feet to a point in the north right—of—way line of said Aledo Road; THENCE North 86'26'42" West, with the north right—of—way line of said Aledo Road, a distance of 35.54 feet to the POINT OF BEGINNING and containing a calculated area of 13,289 square feet or 0.305 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB N0. B007295.001 PAGE 2 OF 2 �' � � Stephen R. Glosup Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 10, 2022 � DUNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 OF F \ P�: �ST�� ; � :�•�`'G �FR�o : J' •� • STEPHEN R. GLOSUP �',� 0 5570 �P�•'� �9'1'p� �: :::: •' yo S U R `� �' / EXHIBIT "A" SEWER FACILITY EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NUMBER 442, G. WILKES SURVEY, ABSTRACT NO. 1872 AND S.A. & M.G. R.R. CO. SURVEY, ABSTRACT NO. 1479 City of Fort Worth, Tarrant County, Texas. 01/10/2022 01/10/2022 01/10/2022 EXHIBIT "A " SEWER FAC/L/TV EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NO. 442, G. WILKES SURVEV, ABSTRACT NO. 1872 AND S.A. & M. G. R. R. CO. SURVEV, ABSTRACT NO. 1479 PROPERTY DESCRIPTION SEWER FACILITY EASEMENT Continued. South 52°03'10" East, a distance of 596.60 feet to a point; South 44°48'35" East, a distance of 570.99 feet to a point; South 60°03'11" East, a distance of 457.21 feet to a point; South 81'28'26" East, a distance of 697.17 feet to a point; South 82°01'21" East, a distance of 800.03 feet to a point; THENCE South 82°00'38" East, a distance of 481.39 feet to a point in the west right—of—way line of said Markum Ranch Road for the beginning of a non—tangent curve to the right having a central angle of 05'02'00", a radius of 404.08 feet and chord bearing and distance of South 24°17'12" East — 35.49 feet; THENCE continuing with the west right—of—way line of said Markum Ranch Road and with said non—tangent curve to the right in a southeasterly direction, an arc length of 35.50 feet to the POINT OF BEGINNING and containing a calculated area of 135,066 square feet or 3.100 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAYJOB N0. B007295.001 Stepheri R. Glosup � Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 10, 2022 � DUNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 / �� F \ �P� G � S T••R i e �:��' � Fo•: • � • STEPHEN R. GLOSUP �'.� 5570 P;•'� �9'1'p '•: ::: %•�yo SUR`� / PAGE 4 OF 4 EXHIBIT "A" SEWER FACILITY EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NUMBER 442, G. WILKES SURVEY, ABSTRACT NO. 1872 AND S.A. & M.G. R.R. CO. SURVEY, ABSTRACT NO. 1479 City of Fort Worth, Tarrant County, Texas. 01/10/2022 01/10/2022 01/10/2022 01/10/2022 01/10/2022 01/10/2022 EXHIBIT "A " TEMPORARV CONSTRUCT/ON EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NO. 442, G. WILKES SURVEV, ABSTRACT NO. 1872 AND S.A. & M. G. R. R. CO. SURVEV, ABSTRACT NO. 1479 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Continued. THENCE South 26°18'55" East, a continuing across said Tract 3, distance of 73.11 feet to a point; THENCE continuing across said Tract 3 the following courses and distances: North 81 °28'26" West, a distance of 96.31 feet to a point; North 60'03'11 " West, a distance of 486.28 feet to a point; North 44'48'35" West, a distance of 577.34 feet to a point; North 52'03'10" West, a distance of 606.99 feet to a point; North 31 °47'14" West, a distance of 421.28 feet to a point; THENCE North 42'24'09" West, a distance of 373.94 feet to a point in the west line of said Tract 3 and the east line of that certain tract of land described by deed to Walsh Ranches, LP, recorded in Volume 12624, Page 92, D.R.T.C.T.; THENCE North 00'00'24" East, with the common west line of said Tract 3 and the east line of said Walsh Ranches tract, a distance of 88.98 feet to a point; THENCE South 42°24'09" East, departing said common line, crossing into said Tract 3, a distance of 445.21 feet to a point; THENCE continuing across said Tract 3 the following courses and distances: South 31'47'14" East, a distance of 416.13 feet to a point; South 52°03'10" East, a distance of 600.07 feet to a point; South 44°48'35" East, a distance of 573.11 feet to a point; South 60°03'11 " East, a distance of 466.90 feet to a point; THENCE South 81'28'26" East, continuing across said Tract 3, a distance of 43.19 feet to the POINT OF BEGINNING and containing a calculated area of 153,222 square feet or 3.517 acre of land. NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY JOB N0. B007295.001 PAGE 7 OF 7 �■ ' � Stephe�f R. Glosup (/ Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 10, 2022 � DUNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 / � 0 F TF \ � ,\P: G \ S T�� .a' F �i�� Foi •� • STEPHEN R. GLOSUP �'.� 5570 �.;•'� �9'1'p '•: :::•��' �O / S U R `� �' / TEMPORARY CONSTRUCTION EASEMENT A PART OF THE D. DIXON SURVEY, ABSTRACT NUMBER 442, G. WILKES SURVEY, ABSTRACT NO. 1872 AND S.A. & M.G. R.R. CO. SURVEY, ABSTRACT NO. 1479 City of Fort Worth, Tarrant County, Texas. RECORDED EASEMENTS D222230503 09/20/2022 09:48 AM Page: 1 of 9 Fee: $51.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records ��,�,� �„�� MARY LOUISE NICHOLSON � COUNN CLERK CPN 103414 Walnut Creek S.S. Interceptor Extension Parcel # 16 TAE HENRY LANE SURVEY, Abstract No. 928; SA � MG RR CO SURVEY, Abstract No. 1479 TARRANT COUNTY, TX STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH TEMPORARY ACCESS EASEMENT DATE: `( - ► 3 - 2�zz GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a one - page metes and bounds description, and Exhibit "B", consisting of a �o -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development AgreemenY'), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. TEMPORARYACCESS FASEMENT-WALSH Rev. 20220810 D222230503 It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of accessing the Walnut Creek Sanitary Sewer Interceptor Extension improvements (the "Facility"), with the usual rights of ingress and egress in the necessary use of such Temporary Access Easement, providing free and uninterrupted pedestrian and vehicular ingress to and egress from GRANTEE'S adjacent properties or easements. GRANTEE'S permitted uses of this Temporary Access Easement shall NOT include material, equipment, and vehicular storage, staging, stockpiling, and layout within the Easement Property and GRANTEE shall not block the Easement Property from passage by others. All rights granted within this Temporary Access Easement shall cease and automaticallyterminate on the earlier of (i) upon completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads provided, however, that GRANTOR must notify GRANTEE of any such damage before the cessation of the rights set forth herein and/or termination of this Easement. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights-of-way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences siivated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. Page 2 of 9 TEMPORARYACCESS EASEMENT-WALSH Rev. 20220810 D222230503 ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be perFormed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the perFormance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6n), the reseeding and esfiablishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. v) Relocation of Access Easement. GRANTOR, at its expense, shall have the right to relocate the Easement Property provided that such relocated Easement Property provides GRANTEE with access to the Facility. vi) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to G RANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vii) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement. Page 3 of 9 TEMPOR,4RY ACCESS EASEMENT-WALSH Rev. 20220810 D222230503 TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP_ CODE ANN_ §5.023. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] Page 4 of 9 TEMPORARYACCESS EASEMENT-WALSH Rev. 20220810 D222230503 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: �� Ryan ickerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF PARKER BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of �'«^ �L�� N ublic in and for the State of Texas o,�pM1YP4B BEXIE NDBLES i • Notary Public, State of Texas Comm. Expires 06-07-2023 �9jEoF P� Notary1D13204280-4 Page 5 of 9 TEMPORARYACCESS EASEMENT-WALSH Rev. 202208� 0 D222230503 ACCEPTED BY: STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: By (Signatur (Print Name; (Title) APPROVED AS TO FORM AND LEGALITY By (Signature): /.�� / (Print Name) JNhe� �w (Title) _ ,QSsyS�..rr Ca�v �.�.�� ACKNOWLEDGEMENT Page 6 of 9 BEFORE ME, the undersigned authoriiy, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of 9 d� . � N ary Public in and for the State of Texas ��+•�� JASMINE LOMELI o s Notay PublloSta�6B of Texas * �' n TarraM Cotmty ,,�oF�," Notary ID #�13349821-3 C.on�abn E�. DEC. 20, 2425 TEMPOR,4RYACCESS EASEMENT-WALSH Rev.20220810 D222230503 Page 7 of 9 ExHieir „a„ TEMPORARYACCESS EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 AND THE S.A. & M. G. R. R. CO. SURVEY, ABSTRACT ND. 1479 N00'01'18"E WALSH RANCHES LP 95.37' VOLUME 12624, PAGE 92 N45'55'41"E D.R.T.C.T. � 79,71' 46.1 N45'52'35"W i�s.��' � �5��92$ �,� �`�o � ��,G PV3 APPROXIMATE LOCATION OF SURVEY LJNE I �APPROXIMATE LOCA710N i� OF SURVEY IJNE S42'24'09"E 29.65' S00'01'18"W 88.91' S45'55'41'W 172.74' sooroo'2spw 25.00' S45'S2'35"E � �2.s�' � � p� N � � PARCEL 16 W 3 0.688 ACRES 29,997 SQUARE FEET � � O p O � N10'53'13"E � S10'S3'13"W 197.89• I 200.24' POINT OF � � BEGINNING _� ..� POINT OF '�� COMMENCING � fOUND 1/2" __ IRON ROD DRY RANCH LLC TRACT 3 C_C.D. N0. D217210159 D.R.T.C.T. 5��11Z �ty�G��p. $S`�� A 0 300' SCALE FEEf 1'= 300' �� V� G�, 1��9 &�� gG �y0 S• �' A�'S�� _ _ N774914 W ALEDO ROAD -� � 20'01� SEE ��(VARIABLE WIDTH RIGHT-OF-WAY) I��NSET "A" � Y� �� 0 F TF \ ` P.•'�STe••.-!' \ \ \ � i �G � �F�i9 \ `'=� ° �`� UNION PACIFIC RR � � � ` \ STEPHEN R. GLOSUP (iso' WIDTH RIGHT-OF-WAY� \ �\ iA �i 9ijro' .;f S S O�:' y0 � SUR`�� \%��i�h�� DATE: MAY 18, 2022 05/18/2022 ~ D�� y 550 Bailey Avenue • Suffe 400 - Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10095100 PAGE 1 OF 3 DUNAWAY JOB N0. 6007952.001 CC.D. N0. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNN, TIXAS D222230503 Page 8 of 9 EXHIB/T "B" TEMPORARYACCESS EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 AND THE S.A. & M.G. R.R. CO. SURVEY, ABSTRACTNO. 1479 0 � PARCEL 16 � 0.688 ACRES �v 29,997 SQUARE FEET 0 0 N � �g�ti9ti8 o �,p►�'�c��°. �n $5�4A A WALSH RANCHES LP VOLUME 12624, PAGE 92 D.R.T.C_T. N77'49'14"W� �pOINTOF N7j4g�14"W 20.01' BEGINNING 47' �_ ALEDp � � � i�ARIABLE yy�pTM ROAD _ � RIGHT-pF WAY� _ _� � _ UNION pqCIFIC RR � (150' W►DTM RIGHT—OF—WAY� \ �P� � � s T FR �� k' � `co�� • � • STEPHEN R. GLOSUP � :� 0 5570 � ��: � \y� • S U R v �`yo� I- T�� .. i _ , / 051'I8/2022 DATE: MAY 18, 2022 INSET "A" SCALE 1" = 40' � DUNAWA y 550 Bailey Avenue • Suife 400 • Fort Warth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 G0. ¢�. �� G� g,A• P 5'�t�k�9 �y0• � DRY RANCH LLC TRACT 3 C.C.D. N0. D217210159 � D.R.T_C.T. POINT OF COMMENCING FOUND 1/2' IRON ROD ` o ao' SCALE FEET �._ �. C.C.D. NO. =COUNTYCLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEE� RECORDS, TARRANT COUNiY, TE)(AS PAGE 2 OF 3 DUNAWAY JOB NO. B007952.001 D222230503 Page 9 of 9 EXH/B/T `A" TEMPORARYACCESS EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 AND THE S.A. & M. G. R. R. CO. SURVEY, ABSTRACT NO. 1479 PROPERTY DESCRIPTION TEMPORARY ACCESS EASEMENT Porcel 16 BEING a tract of land situated in the H. Lane Survey, Abstract No. 928, the S.A. & M.G. R.R. Survey, Abstract No. 1479, City of Fort Worth, Tarrant County, Texas and being a part of that certain #ract of land as described by deed to Walsh Ranches, LP, recorded in Volume 12624, Page 92, Deed Records, Tarrant County, Texas (D.R.T.C.T.), said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 1/2" iron rod found in the north right—of—way line of Aledo Road (a variable width public right—of—way), the southeast corner of said Walsh Ranches tract and the southwest corner of a certain tract of land described as Tract 3 by deed to Dry Ranch LLC, recorded in County Clerk's Document No_ D21 721 01 59, D.R.T.C_T.; North 77'49'14" West, with the north right—of—way line of said Aledo Road, a distance of 161_47 feet to a point for the POINT OF BEGINNING of herein described tract of land; THENCE North 77'49'14" West, continuing with the north right—of—way line of said Aledo Road, a distance of 20.01 feet to a point; THENCE North 10'S3'13" East, departing the north right—of—way line of said Aledo Road, crossing into said Walsh Ranches tract, a distance of 197.89 feet to a point; TNENCE continuing across said Walsh Ranches tract, the following courses and distances: North 00'00'47" East, a distance of 714.89 to a point; North 45'S2'35" West, a distance 179.77 feet to a point; North 00'00'26" East, a distance of 4-6.17 feet to a point; North 45'55'41" East, a distance of 179.71 feet to a point; North 00'07'18" East, a distance 95.37' feet to a point; South 42'24'09" East, a distance of 29.65 feet to a point; South 00'01'18" West, a distance 88.91' feet to a point; South 45'55'41" West, a distance of 172.74 feet to a point; South 00'00'26" West, a distance of 25.00 feet to a point; South 45'S2'35" East, a distance 172.81 feet to a point; South 00'00'47" West, a distance of 732.23 feet to a point; South 10'53'13" West, a distance of 200_24 feet to the POINT OF BEGINNING and containing a calculated area of 29,997 square feet or 0.688 acre of land; NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAYJOB NO. 6007295.001 � Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com May 18, 2022 � �UNAWA v 550 Bailey Avenue • Suite 400 • fort Worth. Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING RRM NO. 10098100 �� 0 F T� P: �sr� F-h • �� e ��•� � i ��G � �� STEPHEN R. GLOSUP � : � 5570 �.;: � �� • S U R v �yo� EXHIBIT "A" TEMPORARY ACCESS EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 AND THE S.A. & M.G. R.R. SURVEY, ABSTRACT NO. 1479 Gty of Fort Worth, Tar2nt County, Texas. D222230448 09/20/2022 09:30 AM Page: 1 of 8 Fee: $47.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK CPN 103414 Walnut Creek S.S. Interceptor Extension Parcel # 17 TCE HENRY LANE SURVEY, Abstract No. 928 TARRANT COUNTY, TX STATE OF TEXAS COUNTY OF TARRANT § § KNOW ALL MEN BY THESE PRESENTS § CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT •. • �. ,.r, GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of one -page metes and bounds description, and Exhibit "B", consisting of a one-page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development AgreemenY'), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220810 D222230448 It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of constructing the Walnut Creek Sanitary Sewer Interceptor Extension improvements (the "Facility"). All rights granted within this Temporary Construction Easement shall cease and automatically terminate on the earlier of (i) the date that is two (2) years after completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted_ This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights-of-way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies_ Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contracto�'s comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), Page 2 of 8 TEMPORARY CONSTRUCTION F�ISEMENT-WALSH Rev. 20220810 D222230448 from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the perFormance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Restoration of SurFace. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surFace, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surface improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. v) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement_ GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vi) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and , agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. Page 3 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev.20220810 D222230448 This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] Page 4 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220810 D222230448 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: Ryan ckerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF PARKER § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, �ce President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of �' ��`�� . Not Public in and for the of T xas �tiPRYPvp BEXIE NOBLES , * Notary Public, State of Texas m'�Pg Comm. Expires 06-07-2023 � Notary1D13204280-4 Page 5 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220810 D222230448 ACCEPTED BY: ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT GRANTEE: City of Fort Worth By (Signature): %' (Print Name) Steve Cooke, Property Management Director (Title) APPROVED AS TO FORM AND LEGALITY By (Signature): /LI!''�� / (Print Name) �1I1Act �Y (Title) �sx�,sc C�v �� BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. Page 6 of 8 GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of �9 %�1. �PgY vve JASMiNE LOMELI 2 ;, Notary PubllaState of Texas * � * TatraM County '"9f �.P Notary ID #13349821-3 F�f� Comrt�bn Fa�. DEC. 20, 2025 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220810 No ry Public in and for the State of Texas D222230448 Page 7 of 8 EXHIBIT "B" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 N89'59'26"E 60.00' PARCEL 17 � 0.812 ACRES 35,388 SQUARE FEET N00'00'34"W 334.64' WALSH RANCHES LP VOLUME 12624, PAGE 92 D.R.T.C.T. S��O 928 ��,,�p �C� � �Q' �1". PV� APPROXIMAiE LOCATION OF SURVEY L1NE APPROXIMAiE LOCAl70N OF SURVEY LINE in O � � 0 w � N O O O O Z S42'24'09"E 222.31' S00'00'24"W DRY RANCH LLC TRACT 3 88•97� C.C.D. N0. D217210159 D.R_T.C.T. POINT OF BEGINNING S��112 G•�1�'G� �O P$S`� o soo• SCALE FEEf 1'= 300' `�`� y� G�, �V ��9 POINT OF � � 4G �O• COMMENCING � &.�� - FO RON �ROD S' �• �'►'"S � � - � � - ALEDO ROAD — � � � (VARIABLE WIDTH RIGHT—OF—WAY) � OF T � � P .•' � S T..��F'� _ � � �� `'G �f RFp•� \ \ \ � STEPHEN R. GLOSUP UNION PACIFIC RR �� ; r� 0 5 5 7 0 ��%� (150' WIDTH RIGHT—OF—WAY� \ \\ 9'�'p� �:.ii:0��0 SUR� ► •� � / � 0�1 �1012 DATE: JANUARY 11, 2022 � �uwo►wA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Te1:817.335.1121 TIXAS REGISTERED SURVEYING FIRM NO. 10098100 C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANTCOUNiY, TEXAS PAGE 1 OF 2 DUNAWAY JOB N0. 6007952.001 D222230448 Page 8 of 8 EXHIBIT "A " TEMPORARY CONSTRUCTION EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 9Z8 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Parcel 17 BEING a tract of land situated in the H. Lane Survey, Abstract No. 928, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described by deed to Walsh Ranches, LP, recorded in Volume 12624, Page 92, Deed Records, Tarrant County, Texas (D.R.T.C.T.), said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 1/2" iron rod found in the north right—of—way line of Aledo Road (a variable width public right—of—way), the southeast corner of said Walsh Ranches tract and the southwest corner of a certain tract of land described as Tract 3 by deed to Dry Ranch LLC, recorded in County Clerk's Document No. D21 721 01 59, D.R.T.C.T.; North 00'00'24" East, departing the north right—of—way line of said Aledo Road, with the common east line of said Walsh Ranches tract and the west line of said Dry Ranch tract, a distance of 1,097.05 feet to a point for the POINT OF BEGINNING of herein described tract of land; THENCE North 42'24'09" West, departing said common line, crossing into said Walsh Ranches tract, a distance of 311.26 feet to a point; THENCE North 00'00'34" West, continuing across said Walsh Ranches tract, a distance of 334.64 feet to a point; THENCE North 89'59'26" East, continuing across said Walsh Ranches tract, a distance of 60.00 feet to a point; THENCE South 00'00'34" East, continuing across said Walsh Ranches tract, a distance of 311.38 feet to a point; THENCE South 42'24'09" East, continuing across said Walsh Ranches tract, a distance of 222.31 feet to a point in the aforementioned common line; THENCE South 00'00'24" West, with said common line, a distance of 88.97 feet to the POINT OF BEGINNING and containing a calculated area of 35,388 square feet or 0.812 acre of land; NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAYJOB NO. 6007295.001 PAGE 2 OF 2 . � �� • Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com January 11, 2022 � DIiNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TDCAS REGISTERED SURVEYING flRM NO. 10098100 ��•OF••T� Q��.• � S T F •:�-F � :� �"�' � RC�p : t!' . �- . STEPHEN R. GLOSUP � : �.�0 5570 � ��: � \2� S U�R `� �`'y � TEMPORARY CONSTRUCTION EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 City of Fort Worth, Tarrant Gounty, Texas. D222230470 09/20/2022 09:40 AM Page: 1 of 8 Fee: $47.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK CPN 103414 Walnut Creek S.S. interceptor Extension Parcel # 18 PSFE HENRY LANE SURVEY, Abstract No. 928 TARRANT COUNTY, TX STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER FACILITY EASEMENT DATE: �� I � ' �VoZ o� GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS ST. FORT WORTH, TARRANT COUNTY, TEXAS 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of one-page metes and bounds description, and Exhibit "B", consisting of a one-page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, a permanent easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility (hereafter referred to as the "Facility") within the Easement Property. The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, reclaimed water transmission lines, and junction boxes in, upon, under and across a portion of the GRANTOR'S Permanent Sewer Facility Easement-Walsh Rev.20220810 D222230470 property as more fully described in Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter the Easement Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing the Facility, but only through the Easement Property or on other routes across the GRANTOR'S property approved in writing by GRANTOR prior to commencement of construction of the Facility by GRANTEE. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of GRANTOR'S roads. Within 60 days after completion of construction of the Facility, GRANTEE shall cause its contractors to restore such roads to substantially the same condition in which they existed prior to construction of the Facility, at no cost to GRANTOR. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property and approved roads. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted, provided, however, that GRANTOR covenants and agrees it will not use the Easement Property, nor allow third parties to use the Easement Property, in a manner that interferes with the operation, repair, or maintenance of the Facility. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights-of-way and prescriptive rights, reservations, surface agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own Page 2 of 8 Permanent Sewer Facility Easement-Walsh Rev.20220810 D222230470 expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the perFormance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the Facility. iv) Surface and Subsurtace Crossings of Easement Property. GRANTOR may construct and maintain one or more concrete, asphalt, gravel or other improved driveway(s), road(s), parking area(s) or railway(s), as well as private storm drainage laterals and facilities, electrical lines, irrigation or other water lines, pipelines and other private or third-party utilities (collectively, the "Permitted Crossings") on the Easement Property; provided, however, (a) that each Permitting Crossing (other than parking areas) crosses the Facility at an angle between 45 degrees and 90 degrees, (b) that the Permitted Crossing does not interFere with the operation and maintenance of the Facility, (c) that GRANTOR has submitted plans for any Permitted Crossing within the Easement Property to GRANTEE for approval, which approval will not be unreasonably delayed, conditioned or withheld, (d) that any Permitted Crossing will be constructed with separations determined solely and reasonably by GRANTEE to be sufficient to protect the Facility, that no such separation shall be less than any statutory required minimum, and (e) that any measures determined solely by GRANTEE to be necessary to protect or relocate the Facility as a result of any Permitted Crossing shall be at the sole cost and expense of GRANTOR. v) Fences and Landscaping within Easement Property. GRANTOR may (a) build fences (unless construction of such fences requires a building permit, in which case Grantor must first obtain written consent for such fence from GRANTEE'S Water Department Director) within the Easement Property, and (b) landscape the surface of the Easement Property, but shall not have the right to plant trees or place hardscape (such as fountains, walls, or retaining walls) on the surface of the Easement Property without first obtaining the prior written consent for such hardscape from GRANTEE'S Water Department Director. Nofinrithstanding the foregoing, any fence constructed by GRANTOR across the Easement Property must not restrict GRANTEE's access to, along, or through the Easement Property and must, at a minimum, include 20' gates installed perpendicularly to the boundary of the Easement Property. vi) Restoration of Surface. Upon completion and acceptance of the Facility by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surFace improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S Page 3 of 8 Permanent Sewer Facility Easement-Walsh Rev. 20220810 D222230470 use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. GRANTOR shall also have the right to modify grades over the Facility by lowering pre-existing grades up to one foot or raising pre-existing grades up to three feet, provided that GRANTOR provides GRANTEE with prior notice of such grade modification, and in those cases where GRANTOR has submitted plans to modify grades over the Facility by more than the amounts stated above, provide additional protection of the Facility on a case-by-case basis as determined by GRANTEE. vii) Relocation of Facility. GRANTOR, at its expense, shall have the right to relocate any Facility installed pursuant to this Easement provided that the level of service provided by such Facility at the new location will not be impaired or disrupted in any respect either in the process of such relocation or after the completion thereof, and subject to GRANTEE'S approval of plans for the relocated Facility (including plans for mitigation of risk during such relocation), not to be unreasonably delayed, conditioned or withheld. viii)Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interFere with the use of the Facility by GRANTEE for the purposes set forth herein. TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns forever. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] Page 4 of 8 Pertnanent Sewer Facility Easement-Walsh Rev.20220810 D222230470 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner By: �� '� Ry Dickerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF PARKER § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of l�� J�� . � ,n �/ N ublic in and for the State of Texas OqpRYP4B BEXIE NOBLES * * Notary Public, SWte of Texas ,� �� Comm. Expires 06-07-2023 ��oF'c�' NotarylD13204280-4 Page 5 of 8 Pertnanent Sewer Facility Easement-Walsh Rev.20220810 D222230470 Page 6 of 8 ACCEPTED BY: GRANTEE: Ci Fort W rth By (Signature . � „ . .�.,, � s . �..e �'j' i`vl�it� 6WeIl i r (Print Name) (Title) Steve Cooke, pri,�� ement Di�or APPROVED AS TO FORM AND LEGALITY By (Signature): itilqc�— (Print Name) M�sc M�.,�a� (Title) _�4sszs� C�vA�,�iev ACKNOWLEDGEMENT STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of 1 ��I �'� No ry Public in and for the State of Texas ��R� P�� JASMINE L�MELI ;o � Notary PublloState of Texas � � N TatraM CouMy ; � Notary ID #13349821-3 JE�F� Comn�aaion E�. DEC. 20, 2025 Permanent Sewer Facility Easement-Walsh Rev.20220810 D222230470 Page 7 of 8 EXHIBIT "B" SEWER FACILITY EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 NS9�rJJ�Z6pE I �APPROXIMAiE LOCATION 30.00' �� OF SURVEY L1NE S00'00'34"E 299.74' WALSH RANCHES LP VOLUME 12624, PAGE 92 D.R.T.C.T. Nooroo'34�w PARCEL 18 311.38' 0.348 ACRES 15,169 SQUARE FEET S42'24'09"E 177.83' N42'24'09"W S00'00'24"W 222.31' �'-�� POINT OF BEGINNING (V 0 � � S�¢o 928 ,�� S��,c APPROXIMATE LOCATION OF SURVEY LINE W � � 0 O O O Z DRY RANCH LLC TRACT 3 C.C.D. N0. D21 721 01 59 D.R.T.C_T. SVR��112 �1�'�� o P85`�� o aoo• SCALE FEEf 1 �= 300� `'�� V G�, 1��9 I 8�' t��' POINT OF C COMMENCING � A&,1��ItA ��- FO RON � OD S• r• �S � � - � - _ � — � ALEDO ROAD � � ��(VARIABLE WIDTH RIGHT—OF—WAY) ,� � � � F�� T I � � � L'; �`�G \ �'eR � :J' \ \ \ ` � \ \ STEPHEN R. GLOSUP UNION PACIFIC RR � �� 0 5570 �P;'� (150' WIDTH RIGHT—OF—WAY� \ \\\ 9'�'p �: ::: o'�'�O S U R `� F' ��./�C/� f!`. 0�1 �20Z2 DATE: JANUARY 11, 2022 '` DUNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 PAGE 1 OF 2 DUNAWAY ]OB N0. B007952.001 C.C.D. N0. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TIXPS D222230470 EXHIBIT "A " SEWER FACILITY EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 PROPERIY DESCRIP110N SEWER FACILITY EASEMENT > $ � Z a � 0 � � r m 0 w K O a Parcel 18 BEING a tract of land situated in the H. Lane Survey, Abstract No. 928, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described by deed to Walsh Ranches, LP, recorded in Volume 12624, Page 92, Deed Records, Tarrant County, Texas (D.R.T.C.T.), said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 1/2" iron rod found in the north right—of—way line of Aledo Road (a variable width public right—of—way), the southeast comer of said Walsh Ranches tract and the southwest corner of a certain tract of land described as Tract 3 by deed to Dry Ranch LLC, recorded in County Clerk's Document No. D21 721 01 59, D.R.T.C.T.; North 00'00'24" East, departing the north right—of—way line of said Aledo Road, with the common east line of said Walsh Ranches tract and the west line of said Dry•Ranch tract, a distance of 1,186.02 feet to a point for the POINT OF BEGINNING of herein described tract of land; THENCE North 42'24'09" West, departing said common line, crossing into said Walsh Ranches tract, a distance of 222.31 feet to a point; THENCE North 00'00'34" West, continuing across said Walsh Ranches tract, a distance of 311.38 feet to a point; THENCE North 89'59'26" East, continuing across said Walsh Ranches tract, a distance of 30.00 feet to a point; THENCE South 00'00'34" East, continuing across said Walsh Ranches tract, a distance of 299.74 feet to a point; THENCE South 42'24'09" East, continuing across said Walsh Ranches tract, a distance of 177.83 feet to a point in the aforementioned common line; THENCE South 00'00'24" West, with said common line, a distance of 44.48 feet to the POINT OF BEGINNING and containing a calculated area of 15,169 square feet or 0_348 acre of land; Page 8 of 8 NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAY 10B NO. 6007295.001 PAGE 2 OF 2 Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com lanuary 11, 2022 / �Q.�,.`• � O T•• :;C \ �� •�"G �£RFp :9J' �- STEPHEN R. GLOSUP � �: 0 5570 �, �;'� ��°�suR�.�'y� EXHIBIT "A" SEWER FACILITY EASEMENT A PART OF THE H. LANE SURVEY, ABSTRACT NO. 928 City of Fort Worth, Tarrant County, Texas. � �uNAwa y 550 Baley Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 D222230455 09/20/2022 09:36 AM Page: 1 of 8 Fee: $47.00 Submitter: City of Fort Worth, TX Electronically Recorded by Tarrant County Clerk in Official Public Records -�,�� MARY LOUISE NICHOLSON COUNTY CLERK CPN 103414 Walnut Creek S.S. Interceptor Extension Parcel # 19 TCE SA & MG RR CO SURVEY, Abstract No. 1479 TARRANT COUNTY, TX STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: _l� ��J''2�22 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership GRANTOR'S MAILING ADDRESS (including County): 155 WALSH DRIVE ALEDO, PARKER COUNTY, TEXAS 76008 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. EASEMENT PROPERTY: BEING more particularly described in the attached and incorporated Exhibit "A", consisting of a one-page metes and bounds description, and Exhibit "B", consisting of a one -page plat depiction. GRANTOR, for the consideration of the agreements and covenants contained in GRANTOR and GRANTEE's Economic Development Agreement dated May 6, 2003 (City Secretary Contract No. 28585) (the "Economic Development Agreement"), as amended, hereby grants, sells, and conveys to GRANTEE, its successors and assigns, the non-exclusive, temporary right to use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, as described and depicted in accordance with Exhibit "A" and Exhibit "B" (the "Easement Property") attached hereto and made a part hereof. Any such entry and use of the Easement Property by GRANTEE or its agents and independent contractors shall be permissive and shall not constitute a trespass. TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev.20220810 D222230455 It is further agreed and understood that GRANTEE will be permitted the use of said Easement Property for the purpose of constructing the Walnut Creek Sanitary Sewer Interceptor Extension improvements (the "Facility"). All rights granted within this Temporary Construction Easement shall cease and automatically terminate on the earlier of (i) the date that is two (2) years after completion of the Facility and its acceptance by GRANTEE, or (ii) the date that is three (3) years after the date of this Easement. GRANTEE shall be responsible to GRANTOR for any road damage caused by its use of the GRANTOR'S roads. This grant does not include the right to carry onto the Easement Property or any other property owned by GRANTOR firearms, fishing equipment, or other recreational equipment, or guns, alcohol, drugs, dogs, or hazardous substances (other than those necessary to further the rights herein granted), or the right to enter GRANTOR'S property, except for the Easement Property. GRANTEE shall keep all access routes free and clear of trash, litter and debris, and GRANTEE shall not store personal property on the Easement Property. GRANTOR reserves the right to full use and enjoyment of the Easement Property, and the right to grant such rights to third parties, subject only to the rights herein granted. This grant and conveyance is made subject to: (1) all recorded and unrecorded restrictions, encumbrances, easements, covenants and conditions, rights-of-way and prescriptive rights, reservations, surtace agricultural and grazing leases, oil, gas or other exploration agreements and leases and other instruments or contractual rights or obligations that affect the Easement Property; and (2) any rights of adjoining property owners in any fences situated on a common boundary. This grant is further subject to and controlled in all respects by the terms and provisions of the Economic Development Agreement referenced above. Copies of this agreement may be obtained in the offices of GRANTEE shown above. Additionally, this grant and conveyance is further made subject to: i) Insurance. During the course of any construction activity under this Easement, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to obtain and maintain in effect at all times comprehensive general liability insurance covering operations on the property of GRANTOR in an amount not less than Two Million Dollars ($2,000,000) per occurrence with an umbrella liability policy in an amount not less than Five Million Dollars ($5,000,000), showing GRANTOR as an additional insured under such policies. Prior to commencement of construction of the Facility, GRANTEE shall require all of GRANTEE'S contractors operating on the Easement Property to include GRANTOR as an additional insured party on the contractor's comprehensive general liability insurance, umbrella liability insurance and automobile liability insurance policies required by GRANTEE and shall require GRANTEE'S contractors operating on the Easement Property to provide GRANTOR with a waiver of subrogation on the contractor's workers' compensation insurance policy. ii) Damage Claims. During the course of any construction activity under this Easement or entry on the Easement Property by GRANTEE'S contractors, GRANTEE shall require all of GRANTEE'S contractors to indemnify, hold harmless and defend at their own expense, GRANTOR and its officers, directors, partners, members, managers, employees, agents, representatives, affiliates, successors and assigns (collectively, the "GRANTOR PARTIES"), Page 2 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev.20220810 D222230455 from and against (a) all claims or suits for property loss, property damage, and personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed in installation of the Facility by such contractor and its officers, agents, employees, subcontractors, licensees, or invitees, and (b) any and all injuries to such GRANTOR PARTIES, and loss or destruction of GRANTOR PARTIES' property arising from the performance of any of the terms and conditions of this Easement. iii) Notice of When Work Begins. GRANTEE shall notify GRANTOR at least 15 calendar days before beginning installation of the. Facility. iv) Restoration of SurFace. Upon completion and acceptance of the Faciliiy by GRANTEE, GRANTEE shall cause its contractors to promptly restore the Easement Property to substantially the same condition in which it existed prior to construction of the Facility, at no cost to GRANTOR. Expressly including without limitation, GRANTEE shall cause its contractors to restore the surface, including and not limited to, the removal of rocks, the replacement of topsoil to a minimum depth of six inches (6"), the reseeding and establishment of natural grasses, and the repair, reconstruction, or replacement of fences, cross braces and cattle guards, or other surFace improvements that may have been removed, relocated, altered, damaged or destroyed as a result of GRANTEE'S use of the Easement Property. Upon completion and acceptance of the Facility by GRANTEE, the Easement Property shall be left in a neat, clean and sanitary condition, free of all trash, litter, garbage, refuse and debris. v) Consistent with the Economic Development Agreement. The rights granted herein are granted specifically to GRANTEE pursuant to and consistent with the terms of the Economic Development Agreement. GRANTEE may not assign all or any part of the rights granted herein in the absence of GRANTOR'S written consent, which may be withheld for any reason whatsoever. Further, GRANTOR reserves the right to grant other rights and easements across, over and under the Easement Property to such other persons as GRANTOR deems appropriate which do not interfere with the use of the Facility by GRANTEE for the purposes set forth herein. vi) Release. Notwithstanding the foregoing, at any time following the cessation of the rights set forth herein and/or termination of this Easement, GRANTEE agrees to, upon request of GRANTOR, duly execute and deliver freely, without charge, to GRANTOR, a termination or release (properly executed, acknowledged and in recordable form) of this Easement_ TO HAVE AND TO HOLD the above-described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto GRANTEE, and GRANTEE'S successors and assigns, shall continue until the cessation or expiration of the rights granted hereunder. But it is distinctly understood and agreed that this conveyance is made and accepted without covenants or warranties of any kind, either express, implied, statutory or otherwise, including but not limited to the covenants set forth in TEX. PROP. CODE ANN. §5.023. Page 3 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev. 20220810 D222230455 This document may be executed in multiple counterparts, each of which will be deemed an original, but which together will constitute one instrument. When the context requires, singular nouns and pronouns include the plural. [signatures on following page(s)] Page 4 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev.20220810 D222230455 GRANTOR: WALSH RANCHES LIMITED PARTNERSHIP, a Texas limited partnership By: Walsh North Star Company, LLC, a Delaware limited liability company, its general partner . By: � Rya ickerson, Vice President ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF PARKER § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Ryan Dickerson, Vice President of Walsh North Star Company, LLC, a Delaware limited liability company, as general partner of Walsh Ranches Limited Partnership, a Texas limited partnership, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Walsh Ranches Limited Partnership, a Texas limited partnership, and that he/she executed the same as the act of said limited liability company and limited partnership for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this date of !' �3 "z�%ZZ No Public in and for the State of Texas O,�PRYP4B� BEXI.E NOBLES * * Notary Public, State of Texas ar� g Comm. Expires 06-07-2023 '�OF�P Notary ID 13204280-4 Page 5 of 8 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev.20220810 D222230455 ACCEPTED BY: GRANTEE: City'o �Fort�f' rth By (Signature : u (Print Name) �e °0�' �'°��' Management 1lirector (Title) APPROVED AS TO FORM AND LEGALITY By (Signature): i�l/lf�/�i / (Print Name) �N►,� � (Title) ,Gls� C�y �y ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Steve Cooke, Director, Property Management Department, City of Fort Worth, a Texas home rule municipal corporation, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this the date of �� . Nota Public in and for the State of Texas o��r.�e�, JASMINE LOMELI = No�ry Publio-State of Texas * � * Ta�rant County '"� P Notary ID #13349821-3 'rEa�� Commission Fa�. DEC. 28, 2715 TEMPORARY CONSTRUCTION EASEMENT-WALSH Rev.20220810 Page 6 of 8 D222230455 Page 7 of 8 EXHIBIT ��B �� TEMPORARY CONSTRUCTION EASEMENT A PART OF S A. & M. G. R. R. CO. SURVEY, ABSTRACT NO. 1479 t= �p. .g''� g� `��'1�`�9 S, P s�� A�'S� WALSH RANCHES LP VOLUME 12624, PAGE 92 D.R.T_C.T. a�v ,N ;. �a N�^/z� EAST 89.36' PARCEL 19 0.930 ACRES 40,554 SQUARE FEET ro_ �� ^ �� 243.7g� o ioo' SCALE FEET t'= too' DRY RANCH LLC TRACT 3 C.C.D. N0. D21 721 01 59 D.R.T.C.T. w � N�I O N ALEp p o �I � �(VqR1ABLE O ,IOAD z -DT�R�GHT- POINT OF � OF-�,yqy � � COMMENCING � FOUND 1/2' � IRON ROD UN��N PACIF _ — (750' �yjDTM RIGFIT � CwRR � � � - � �� 0 F T� `,`P� G�STeRF9 � � F' � F`p � J' • � • STEPHEN R. GLOSUP � : � 5570 P,: � \��o S U R`�•�'yo/ � �� 05/18/2022 DA7E: MAY 18, 2022 � _ 3 � � 00 0 o� 0 � N89'59'36"W 155.49' , � � � \ � \ � \ � \ \ � \ � � DUNAWA y S50 Bailey Avenue • Suite 400 - Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FIRM NO. 10098100 PAGE 1 OF 2 DUNAWAY JOB N0. 6007952.001 CC.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER D.R.T.CT. = DEED RECORDS, TARRANT COUNTY, TEXAS D222230455 EXHIBIT "A " TEMPORARV CONSTRUCTION EASEMENT A PART OFS.A. & M.G. R.R. CO. SURVEY, ABSTRACT NO. 1479 PROPERTY DESCRIPTION TEMPORARY CONSTRUCTION EASEMENT Z 0 a � 0 � � N r m 0 K O a Parcel 19 BEING a tract of land situated in the S.A. & M.G. R.R. Co. Survey, Abstract No. 1479, City of Fort Worth, Tarrant County, Texas and being a part of that certain tract of land as described by deed to Walsh Ranches, LP, recorded in Volume 12624, Page 92, Deed Records, Tarrant County, Texas (D.R.T.C.T.), said tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 1/2" iron rod found in the north right—of—way line of Aledo Road (a variable width public right—of—way), the southeast corner of said Walsh Ranches tract and the southwest corner of a certain tract of land described as Tract 3 by deed to Dry Ranch.LLC, recorded in County Clerk's Document No. D21 721 01 59, D.R.T.C.T.; North 00'00'24" East, departing the north right—of—way line of said Aledo Road, with the common east line of said Walsh Ranches tract and the west line of said Dry Ranch tract, a distance of 152.21 feet to a point; North 89'S9'36" West, departing the common east line of said Walsh Ranches tract and the west line of said Dry Ranch tract and crossing into said Walsh Ranches tract, a distance of 155.49 feet to a point for the POINT OF BEGINNING of herein described tract of land; THENCE continuing across said Walsh Ranches tract, the following courses and distances: North 8033'03" West, a distance of 243_76 feet to a point; North 22'32'28" East, a distance of 173.81 feet to a point; EAST, a distance of 189.36 feet to a point; South 00'04'47" West, a distance of 120.17 feet to a point; South 10'S3'13" West, a distance of 81.86 feet to the POINT OF BEGINNING and containing a calculated area of 40,554 square feet or 0.930 acre of land; Page 8 of 8 NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone, based upon GPS measurements, according to the GPS Reference Network. A drawing of even date accompanies this metes and bounds description. The metes and bounds description contained herein was compiled from information contained in recorded documents and does not reflect the results of an on the ground survey. DUNAWAYJOB NO. 6007295.001 PAGE 2 OF 2 Registered Professional Land Surveyor Texas Registration No. 5570 srg@dunaway.com May 18, 2022 �� 0 F T-� . ,�P:G\ST•R:�-9 \ f c,�: �k' � Fp'.cP STEPHEN R. GLOSUP �'.� 5570 �.;: � \��o S U R �•�`'�o/ EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT A PART OF THE S.A. & M.G. R.R. CO. SURVEY, ABSTRACT NO. 1479 Gty of Fort Worth, Tarrant County, Texas. � DUNAWA y 550 Bailey Avenue • Suite 400 • Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS REGISTERED SURVEYING FlRM NO. 10098100 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK PROPOSAL FOR: GEOTECHNICAL ENGINEERING SERVICES WALNUT CREEK SANITARY SEWER LINE ALEDO ROAD CP 103414 FORT WORTH, TEXAS Presented To: Dunaway Associates, L.P. January 2022 PROJECT NO. 128-21-112 i � � En ineerin 9 � January 21, 2022 Report No. 128-21-112 Dunaway Associates, L.P. 550 Bailey Avenue, Suite 400 Fort Worth, Texas 76107 Attn: Mr. Josh Wright P.E. GEOTECHNICAL ENGINEERING STUDY WALNUT CREEK SANITARY SEWER LINE ALEDO ROAD CP 1034'!4 FORT WORTH, TEXAS Dear Mr. Wright: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with CMJ Proposal 21-8319 dated October 5, 2021. The geotechnical services were authorized via Subconsultant Agreement Number 7295.001 authorized by Mr. Josh Wright, P.E., Discipline Lead, Dunaway Associates, L.P., on October 5, 2021. 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 geofiechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Dunaway Associates, L.P. Please contact us if you have any questions or if we may be of further service at this time. ,��.e��e �� '� �P�E 0 F T�ca,�� 1 Respectfully submitted, c,. •• � CMJ ENGINEERING, INC. � * �� •.� • : * �l� TEXAS FIRM REGISTRATION NO. F-9177 /•••• :..................... S.:t.I �MATTHEW W KAMMERDIENER% G/' _ i....:..... ' . ..:....� /� �i�,��; 127818�:•�.; �l o•�� CENSE� � �4•�'� Matthew W. Kammerdiener, P.E. t� e�'S�oN�t�'��'` i� � Project Engineer ��..�\,,��ti Texas No. 127818 copies submitted: (2) Mr. Josh Wright, P.E.; Dunaway Associates, L.P. (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 Page 1.0 INTRODUCTION ------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS -------------------------------------------------------------------------------------- 3 4.0 TRENCH / BORE EXCAVATIONS --------------------------------------------------------------------------------- 5 5.0 GENERAL EARTHWORK-------------------------------------------------------------------------------------------- 9 6.0 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------- 11 7.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 12 APPENDIX A Plate Plan of Borings --------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification -------------------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols -------------------------------------------------------------------------------------- A.3 Logs of Borings ----------------------------------------------------------------------------------------------------- A.4 – A.14 Particle Size Distribution Reports ----------------------------------------------------------------------------- A.15 – A.17 Report No. 128-21-112 CMJ ENGINEERING, INC. 1 1.0 INTRODUCTION 1.1 General The project, as currently planned, will consist of a new sanitary sewer line to serve the Walsh Ranch development in Fort Worth, Texas. The proposed sanitary sewer line is approximately 18,000 linear feet in length traversing from Chapin School Road (FM 2871) westward along and north of Aledo Road. Plate A.1, Plan of Borings, depicts the project vicinity and location of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop comments on general excavation and directional boring. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling a sample boring to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the 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. 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. 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). Report No. 128-21-112 CMJ ENGINEERING, INC. 2 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 drilled to depths of 25 to 40 feet. The borings were drilled using continuous flight augers at the approximate location shown on the Plan of Borings, Plate A.1. The boring logs are included on Plate 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 respective sample depths on the log. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170- pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective 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. Report No. 128-21-112 CMJ ENGINEERING, INC. 3 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 gradation), 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. Particle size analysis (gradation) results are presented on Plates A.15 through A.17. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Borings B-3 through B-7 were drilled within the existing street. The existing pavement section at the boring locations consists of 5½ to 6½ inches of asphalt underlain by 11 to 12 inches of lime treated clay. Soils encountered consist of dark brown, brown, light brown, grayish brown, and tan silty clays and clays. The near surface soils encountered in Borings B-1, B-4, B-6, and B-7 are noted as fill to depths of 2 to 4 feet. Asphalt fragments are present within the fills in Borings B-7 and a tan limestone boulder was present at a depth of 3 feet in Boring B-1. The various clays often contain calcareous nodules and limestone fragments and occasionally contain iron stains, ironstone nodules, and fractured limestone seams and layers. The various clayey soils encountered had tested Liquid Limits (LL) of 32 to 81 with Plasticity Indices (PI) of 18 to 58 and are classified as CL and CH by the USCS. The various clay soils were generally firm to hard (soil basis) in consistency with pocket penetrometer readings of 1.0 to over 4.5 tsf. Tested unit weight and unconfined compressive strength values range from 90 to 115 pcf and 2,300 to 24,420 psf, respectively. Report No. 128-21-112 CMJ ENGINEERING, INC. 4 Tan limestone typically containing clay seams and layers was next encountered in Borings B-2 through B-11 at depths of 3 to 14 feet below existing grade. The tan limestone occasionally occurs fractured or weathered and is moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1½ to 5½ inches of penetration for 100 hammer blows. Gray limestone is next encountered in all borings at depths of 10 to 24 feet below existing grade. The gray limestone often contains shale seams and layers and is moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of ½ to 3 inches of penetration for 100 hammer blows. Borings B-1 through B-11 were terminated in the gray limestone at depths of 25 to 40 feet. 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 encountered during drilling in Borings B-1 and B-6 at depths of 11 to 18 feet. Water levels of 17 and 5 feet were observed in Borings B-1 and B-6 at drilling completion, respectively. No seepage was encountered during drilling in the remaining borings and these borings were dry at completion. Table 3.2-1 summarizes water level data. TABLE 3.2-1 Ground Water Observations Boring No. Seepage During Drilling (ft.) Water at Completion (ft.) B-1 18 17 B-2 Dry Dry B-3 Dry Dry B-4 Dry Dry B-5 Dry Dry B-6 11 5 B-7 Dry Dry B-8 Dry Dry B-9 Dry Dry B-10 Dry Dry B-11 Dry Dry Report No. 128-21-112 CMJ ENGINEERING, INC. 5 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. During wet periods of the year seepage can occur in joints in the clays, atop or within the tan limestones, or atop the gray limestones. The possibility of ground-water level fluctuations should be considered when developing the design and construction plans for the project. 4.0 TRENCH / BORE EXCAVATIONS 4.1 Expected Subsurface Conditions Conventional earth moving equipment is expected to be suitable for excavating the near-surface clayey soils. Heavy duty excavation equipment will be necessary within soils containing abundant limestone fragments or seams and within the tan and gray limestones, depending on rock hardness. 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 limestone or limestone containing weathered or clay seams. Overexcavation may result from large limestone blocks or chunks breaking along either weathered limestone or clay seams beyond the planned excavation. 4.2 Open Excavation Considerations The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various clays or limestones, it is expected that near vertical excavation walls will be possible. However, excavations which occur through soft clays, granular soils, loose fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped, or temporary bracing must be provided, regardless of the soil conditions encountered. If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near Report No. 128-21-112 CMJ ENGINEERING, INC. 6 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. Any replacement pavement structure (concrete, asphalt, base course material or stabilized subgrade) should extend a minimum of 12 inches beyond the edge of the excavation trench. This additional width of pavement structure greatly reduces the potential for reflective cracking upwards into the pavement. 4.3 Directional Bore Comments 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 during directional bore installation. However, increased difficulty of bore drilling through the limestone should be anticipated. Clays containing appreciable limestone fragments or layers can exhibit mixed face drilling conditions. 4.4 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 proposed sanitary sewer line. Failure to control any encountered ground-water could result in excavation collapse, excavation bottom heave, an unstable bottom and detrimental pipeline settlement and pipe deflections after backfilling. Ground-water levels should be maintained at least 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. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping. However, in the event that 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. Report No. 128-21-112 CMJ ENGINEERING, INC. 7 4.5 Soft Trench Bottom Conditions Soft trench bottom conditions are unlikely where the trench bottom is situated in the natural clay soils or limestones. Control of ground-water as discussed above is the key to avoiding an unstable trench bottom. Unstable trench bottoms are unsuitable for support of the proposed sanitary sewer line. Soft clays could occur where ground-water is present. In areas where unsuitable clay bearing materials are encountered at the planned invert elevation, the trench bottom can be prepared using the following method: Under-cut to a suitable bearing subgrade and replaces with a structural compacted fill. The over-excavation should extend laterally a distance of at least 1 foot beyond the edges of the pipe, and then at least 1 foot laterally for every 1.5 feet of fill required beneath the pipe. The over-excavation backfill should be surrounded with a geotextile consisting of Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfill should consist of a free draining aggregate (i.e., sands, gravels, crushed limestone, or crushed concrete) approved by the geotechnical engineer. The backfill should be placed in maximum 9- inch loose lifts and uniformly compacted to a minimum relative density of 65 percent as determined by test methods ASTM D 4253 and D 4254. 4.6 Trench Backfill Pipe embedment should be a coarse-grained cohesionless material that will properly fill the area below the spring line of the pipe. This bedding should extend above the pipe a minimum of 6 inches to provide protection of the pipe during placement of the trench backfill. Site excavated materials are generally considered suitable for use as backfill above the pipe bedding materials, however excavated limestones will need to be processed to the proper size. 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 8-inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self- propelled compactors. Clay soils having a Plasticity Index greater than 20 should be compacted at a moisture content ranging from 0 to plus 4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from minus 3 to plus 3 Report No. 128-21-112 CMJ ENGINEERING, INC. 8 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. 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 100 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement, where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the intrusion of fines into the crushed stone material as previously discussed. Report No. 128-21-112 CMJ ENGINEERING, INC. 9 5.0 GENERAL EARTHWORK 5.1 Site Preparation & Field Testing The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. The on-site soils are suitable for use in 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. Excavated on-site limestone may be used for fill provided the material is crushed such that 50 percent passes the No. 4 sieve and no particles are larger than 4 inches is maximum dimension. As the in-situ limestone are generally hard to very hard, significant processing of the limestone should be anticipated in order to utilize as fill. All fill materials should be free of vegetation and debris. 5.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand- operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. General fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. Crushed stone should be compacted via three passes of a vibratory roller over a 6-inch lift. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a narrower Report No. 128-21-112 CMJ ENGINEERING, INC. 10 range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas, the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. 5.3 Excavation 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 application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. Report No. 128-21-112 CMJ ENGINEERING, INC. 11 5.5 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 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 like the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No. 128-21-112 CMJ ENGINEERING, INC. 12 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 interpretations 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, 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 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 boring 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 Report No. 128-21-112 CMJ ENGINEERING, INC. 13 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 project that pertain to earthwork and foundations 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 Dunaway Associates, L.P. 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. * * * * 0700 1400 FEETAPPROXIMATE SCALELEGEND:Boring LocationSOURCE: GOOGLE EARTH, 2021; IMAGERY DATE: 11/15/2020B-1B-4B-2B-3ALEDO ROADF.M. 2871 B-5RONALD REAGAN MEMORIAL HIGHWAYB-6B-7B-8B-9B-11B-10 Fine-grained soils (More than half of material is smaller than No. 200 sieve)Sands (More than half of coarse fraction is smaller than No. 4 sieve size)Gravels (More than half of coarse fraction is larger than No. 4 sieve size)Sands with fines (Appreciable amount of fines)Clean sands (Little or no fines)Gravels with fines (Appreciable amount of fines)Clean gravels (Little or no fines)Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW Grp. Sym. Peat and other highly organic soils Organic clays of medium to high plasticity, organic silts Inorganic clays of high plasticity, fat clays Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Organic silts and organic silty clays of low plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Clayey sands, sand-clay mixtures Silty sands, sand-silt mixtures Poorly graded sands; gravelly sands, little or no fines Well-graded sands, gravelly sands, little or no fines Clayey gravels, gravel-sand- clay mixtures Silty gravels, gravel-sand-silt mixtures Poorly graded gravels, gravel- sand mixtures, little or no fines Well-graded gravels, gravel- sand mixtures, little or no fines Typical Names Determine percentages of sand and gravel from grain size curve. Less than 5 percent.....................................................GW, GP, SW, SP More than 12 percent....................................................GM, GC, SM, SC 5 to 12 percent...........................Borderline cases requiring dual symbolsLiquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. less than 4 Not meeting all gradation Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. greater than 4 Not meeting all gradation PLATE A.2 requirements for SW requirements for GW UNIFIED SOIL CLASSIFICATION SYSTEMCoarse-grained soils (more than half of the material is larger than No. 200 sieve size)Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows:Laboratory Classification Criteria Highly Organic soilsSilts and clays (Liquid limit greater than 50)Silts and clays (Liquid limit less than 50)Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols Major Divisions 0 10 20 30 40 50 60 70 80 90 1000 10 20 30 40 50 60 CL-ML4 7 CL CH OH and MH ML and OL Liquid Limit Plasticity ChartPlasticity IndexCu= -----D60 D10 greater than 6:CC= -------------- (D30)2 D10 x D60 between 1 and 3 Cu= -----D60 D10 greater than 4:CC= --------------(D30)2 D10 x D60 between 1 and 3 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE SAND SANDY SHALE SILT SILTY SANDSTONE HIGHLY PLASTIC CLAY CLAYEY CONGLOMERATE Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) 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 72 51 26 13 15 24 18 11 12 14 2.0 4.5+ 2.0 4.5+ 4.5+ 100/9" 100/9.5" 100/3.75" 100/1.25" 100/0.5" 100/0.75" 100/0.5" 95 21 CLAY, dark brown, w/ limestone fragments, stiff to hard (FILL) - tan limestone boulder at 3' CLAY, dark brown, w/ calcareous nodules, hard SILTY CLAY, brown and light brown, w/ abundant fractured limestone seams and layers, hard LIMESTONE, gray, hard to very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-1 CME-55 w/ CFA 11-29-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.4 Walnut Creek Sanitary Sewer Fort Worth, TX Seepage at 18' during drilling; water at 17' at completionSee Plate A.1 40.0' B-1 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 79 66 57 47 21 27 28 21 17 18 18 94 4590 4.25 2.0 3.5 4.5+ 4.5+ 4.5+ 4.5+ 100/1.75" 100/2.25" 100/1" 100/0.5" 100/0.75" 100/0.75" 91 91 22 19 CLAY, dark brown, w/ ironstone nodules and calcareous nodules, stiff to very stiff - hard below 3' CLAY, brown, w/ ironstone nodules and limestone fragments, hard LIMESTONE, tan, moderately hard to hard - w/ clay seams and layers below 17' LIMESTONE, gray, hard to very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-2 CME-55 w/ CFA 11-29-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.5 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 40.0' B-2 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 76 54 10 35 33 32 30 27 18 90 3240 1.5 2.0 1.5 2.5 2.75 3.75 100/5.5" 100/1.5" 100/2" 100/2" 100/1.75" 100/1.375" 92 22 ASPHALT, 6.5 inches thick LIME TREATED CLAY, 12 inches thick CLAY, dark brown, w/ calcareous nodules and occasional limestone fragments, stiff CLAY, brown, w/ calcareous nodules, very stiff LIMESTONE, tan, w/ clay seams and layers, moderately hard - 6" shale layer at 17' LIMESTONE, gray, w/ shale seams, moderately hard to hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-3 CME-55 w/ CFA 11-29-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.6 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 40.0' B-3 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 47 29 6 10 25 22 13 19 18 100 5380 4.5+ 3.5 4.5+ 3.0 2.75 4.5+ 100/2" 100/1.25" 100/1.5" 100/2" 100/1.375" 100/1.75" 34 18 ASPHALT, 6 inches thick LIME TREATED CLAY, 12 inches thick SILTY CLAY, brown, w/ abundant limestone fragments, hard (FILL) SILTY CLAY, dark brown, w/ calcareous nodules and limestone fragments, stiff to hard - w/ fractured limestone seams below 6' SILTY CLAY, tan, w/ fractured limestone seams and layers, hard LIMESTONE, tan LIMESTONE, gray, w/ shale seams and layers, moderately hard to hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-4 CME-55 w/ CFA 11-30-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.7 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 40.0' B-4 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 51 32 8 15 14 13 13 14 15 115 24420 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ 100/2.25" 100/1.375" 100/2" 100/1.75" 100/1.25" 100/1.625" 19 ASPHALT, 6.5 inches thick LIME TREATED CLAY, 11 inches thick CLAY, dark brown, w/ calcareous nodules and limestone fragments, hard LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard - 16" thick clay layer at 12' LIMESTONE, gray, moderately hard to hard - w/ shale seams below 21' - 6" thick shale layer at 31'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-5 CME-55 w/ CFA 11-30-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.8 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 40.0' B-5 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 61 44 4 12 29 18 16 23 15 112 2330 4.5+ 1.5 2.5 1.75 2.25 4.5+ 100/3" 100/2" 100/1" 100/2" 100/1.75" 100/2" 87 17 ASPHALT, 5.5 inches thick LIME TREATED CLAY, 11 inches thick CLAY, brown, w/ ironstone nodules and limestone fragments, hard (FILL) CLAY, dark brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, stiff - hard below 9' LIMESTONE, tan, w/ clay seams and layers LIMESTONE, gray, w/ shale seams and layers, moderately hard to very hard - 8" thick shale layer at 21' - 6" thick shale layer at 30'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-6 CME-55 w/ CFA 12-1-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.9 Walnut Creek Sanitary Sewer Fort Worth, TX Seepage at 11' during drilling; water at 5' at completionSee Plate A.1 40.0' B-6 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 32 18 6 10 13 29 29 24 25 102 2300 1.0 1.5 1.0 1.25 1.75 1.5 100/2" 100/1.5" 100/1.5" 100/2.5" 100/2" 100/1.75" 14 ASPHALT, 5.5 inches thick LIME TREATED CLAY, 11 inches thick SILTY CLAY, light brown and brown, w/ calcareous nodules, limestone fragments, and asphalt fragments, firm to stiff (FILL) SILTY CLAY, brown, w/ iron stains and calcareous nodules, firm SILTY CLAY, light brown and grayish brown, w/ iron stains, ironstone nodules, calcareous nodules, and limestone seams and layers, stiff LIMESTONE, tan - gray limestone seam at 12' LIMESTONE, gray, w/ shale seams, moderately hard to hard - 6" thick shale layer at 28' - 8" thick shale layer at 36'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-7 CME-55 w/ CFA 12-2-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.10 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 40.0' B-7 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 58 41 27 24 21 21 20 13 4.5+ 3.5 3.5 3.75 3.25 4.5+ 100/1.75" 100/2.5" 100/2" 100/2" 100/1.375" 100/1.75" 100/1.375" 17 CLAY, dark brown, w/ calcareous nodules, very stiff to hard CLAY, brown, w/ iron stains and fractured limestone seams and layers, hard LIMESTONE, tan, w/ clay seams, hard LIMESTONE, gray, w/ shale seams, moderately hard to hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-8 CME-55 w/ CFA 12-2-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.11 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 40.0' B-8 5 10 15 20 25 30 35 40 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 69 49 35 26 24 25 24 22 27 102 8980 3.5 3.25 3.25 3.5 3.5 3.25 2.75 100/2.75" 100/2" 100/1.375" 98 20 CLAY, dark brown, w/ ironstone nodules and calcareous nodules, stiff to very stiff LIMESTONE, tan, w/ clay seams and layers, moderately hard - occurs fractured above 13' LIMESTONE, gray, w/ shale seams, moderately hard to hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-9 CME-55 w/ CFA 12-1-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.12 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 25.0' B-9 5 10 15 20 25 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 61 41 28 22 25 16 4 4.0 3.25 3.5 4.5+ 100/1.5" 100/2.5" 100/1.25" 100/1.75" 100/1.75" 20 CLAY, dark brown, w/ calcareous nodules, ironstone nodules, and limestone fragments, very stiff to hard LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard - occurs weathered above 8' LIMESTONE, gray, w/ shale seams, hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-10 CME-55 w/ CFA 12-1-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.13 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 25.0' B-10 5 10 15 20 25 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 81 58 34 27 21 98 7300 4.25 4.0 4.5+ 100/2" 100/2.25" 100/1.125" 100/1.5" 100/1.375" 92 23 CLAY, dark brown, w/ ironstone nodules and calcareous nodules, very stiff to hard LIMESTONE, tan, w/ clay seams and layers, moderately hard to hard - occurs fractured above 6' - 12" thick gray shale layer at 8' LIMESTONE, gray, w/ shale seams, hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 128-21-112 Water Observations Type SamplesLOG OF BORING NO. B-11 CME-55 w/ CFA 11-30-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.14 Walnut Creek Sanitary Sewer Fort Worth, TX Dry during drilling; dry at completionSee Plate A.1 25.0' B-11 5 10 15 20 25 ENGINEERING INC.LOG OF BORING 128-21-112.GPJ CMJ.GDT 1/20/22 Particle Size Distribution Report C C 100 90 $o �o w 60 z � z 50 w U � w 40 d 30 20 10 � � '��,��IY"I� • �,��II� � Il�e�.�u,,.�....�... '1 �I► �1 �: �� .. .,,,�� 11��.. '� • i �� a�o +3„ 0.0 LL PL 79 22 GRAIN SIZE - mm. % Gravel % Sand Coarse Fine Coars Medium Fine 0.0 2.3 2.8 2.0 2 3 0.053 7 I 0.0086 I 0.0029 Material Description Project No. 128-21-112 Client: Dunaway Associates Project: CFW Walnut Creek Sanitary Sewer- CPN 103414 o Depth: 3-4 Sample Number: B-2 CMJ ENGINEERING, INC. Fort Worth. Texas Silt 35.9 % Fines 54.7 USCS AASHTO CH A-7-6(58) Remarks: PLATE A.15 Particle Size Distribution Report 100 90 $o �o � 60 W Z � z 50 W U � W 40 � 30 20 10 • : - :.��:'I�II'� �1 � I�li.�a��w.__ • '',•'' Ilal► '1 ►. .� 1:. ,1�'� �It:., ,�� o�o +3„ 0.0 % Gravel Coarse Fine 0.0 1.1 GRAIN SIZE - mm. % Sand �ars Medium Fine 1.4 4:7 5.6 % Fines Silt Clay 35.6 51.6 D � n C,. LL 61 PL D D D 17 0.0638 0.0103 0.0041 Material Description Project No. 128-21-112 Client: Dunaway Associates Project: CFW Walnut Creek Sanitary Sewer- CPN 103414 o Depth: 9-10 Sample Number: B-6 CMJ ENGINEERING, INC. Fort Worth, Texas USCS AASHTO CH A-7-6(40) arks: PLATE A.16 Particle Size Distribution Report C C 100 90 $a �o w 60 Z L�. z 50 W U � W 40 a 30 20 10 � � � • � �� .��•��11�'1 � ��IIbl1. 1� . .'7 �. �'�� ii�._ •�� ,�! � �� o�a +3,� 0.0 GRAIN SIZE - mm. % Gravel % Sand Coarse Fine oars Medium Fine 0.0 0.0 0.5 0.6 1.4 D D D D 0.0319 0.0045 0.0016 Silt 36.6 % Fines 60.9 LL PL 69 20 Material Description Project No. 128-21-112 Client: Dunaway Associates Project: CFW Walnut Creek Sanitary Sewer- CPN 103414 � Depth: 3-4 Sample Number: B-9 1 ENGINEERING, INC. Fort Worth, Texas USCS AASHTO CH A-7-6(54) PLATE A.17 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK FRANCHISE UTILITY CROSSINGS BY STATION 1�Ifal��t �re�k��anitar��eruer�r�t�rc�pto�-E�cter�s��n - ��as� � Cr�s�ir�g ��,� ��n��any Infra�trueture �.�ntaet Name Ph�r�e Number �2f�7.8� �nlink 11" �as L�ne ICeegan �eat�n �68�� 39-��SO 116#98.�� BiCV �lids#rear-3-ti 6" Salt INa�er �ine �Ceegan �ea#on {�8�� 239-��8� 117�36.�Q B�CV �lidstream �" �as L�ne f�andy Dar-+r��le �857� ��8-6�12 117#3S.2Q B�C�! i�idstream 4" �as Line f2andy �ar-vaile �81i� �28-691� 117}��.1� BIC�! h11�ds#ream 1�'' �as Line f�andy Dar-vii�e {517� �28-691� HinoM iaoi io nin _'�; t`�"g ��eh ��_��€ 00 W� s'€m �EQ �K88k& =m'W� o;�g� ?�5�3 � i��o�� V �iy, &.".�. mz '_��^��h;.m �� wW = g �f � � �g� � � ¢o�o� �� oy�a.�W . o ��€Q�g �a =okW�Worc��o� pgs - Fo�'i �Z�m� � � �o€ �� „ � k��a . � € g � ��Q_��h�ioa� e aa ��W - I I I � 1 ' ; I �i' , , � � � �f � � i �� ' '�;aii� � , �� ' �� o— , � �-� ,a '� '�� i � � I I �II �' ''� Ijl �, � , � , �� ' �I I' i � I II .. � I I III I I I I +1I � � i IIII � , � I �� u I i i'I — �o I�� III ,Iz � �I , I 0 o ' Ij 3 Q ; !'Ii 3, , � �'I �1 �� #II _.`� �'� _ �, � I _ _ , �II W� W� � III � � 'i il,l � ' II z � < I - I _ 3 � � i o&LL ^ w� a�o� � K�rc< a� wa 3 o ,I I � '°�'ooz� I � wmrz � I IIII ' kmmo�� i `°i w»��o i -� "NCHR�,- - I € _w�o33LL i II'I i \ _-MPRK�MRP- 1 � I I � I ✓,/ � u ',I � ", , �i�l � � ; _ � � , �� z � .o�" a� w I\ i ^ I �>m � � �' � a4 I / JI'I �z �� I / / `'m � � /// I �( �� MATCH L►NE STA 66+00 � �2 �g � �'��/ � fNWo; �'�� I ;%','�� il/ �� €N� ��o ; � � �ll < < I : o�� I ,. ��p�� . � FF ��L I I I I .. L PC.PP� �i III � . � � I III N�n � � ��I % _ �m ' I�I \ � / � � � ',i �� ; o�l �� / � �f I � � � �- �� / � � I�I i � �� ; III _ \ m�<� �=� ' �� -< Jm ,, �,� �m � '� �_ ��>� N�'� �, ��,� �� . < ;� �1\ �'� ��,�, �� \ � ,� � � �'�, �� ', �1� \ `� 1��1 � ,� � s� \ � �_ � \11 �\ \ I � �x � �� I I III � �� \ —� v � � ol�i \� Z �� i � � � o \ o� � \ ; , o� ', I'�I � \`'� ', II '�� ', I�I '� ' III `, i � � MpTCH LINE STA 96+00 O „ r� � ¢ z � w � V H � Q � Q^ 3- Z �v� � r� � r �� _ oa � OG L��.Ly 1722 Routh Street, Suite 1300 Dallas, TX 75201 Office: 214.953.9500 Fax: 214.953.9501 EnLink.com January 19, 2023 City of Fort Worth Attn: Dana Burghdoff 200 Texas Street Fort Worth, Texas 76102 Re:Letter of No Objection Proposed 24” Sewer Pipeline Crossing EnLink’s 10” Chesapeake to Benbrook Pipeline (GF-915), Tarrant County, Texas Dear Preeti: EnLink North Texas Gathering, LP (“EnLink”) is in receipt of the City of Fort Worth’s (“City”) request to construct, maintain, operate, inspect, repair, replace and/or remove one (1) 24” Sewer Pipeline, as more particularly shown, described and detailed on the drawing(s) attached as Attachment 1 hereto and made a part hereof (referred to herein as the “City Facilities”) over and/or withincloseproximitytoaportionofcertainpipelineandpipeline-relatedfacilitiesoperatedbyEnLink (referred to herein as the “EnLink Facilities”). EnLink desires to work with City to ensure the continued safe operation of EnLink Facilities. This letter serves as confirmation that EnLink has no objection to the proposed construction, maintenance, operation, inspection, repair, replacement, and/or removal of the City Facilities, subject to the following qualifications and requirements: 1. Any plan changes, requiring excavation or other modifications to the City Facilities, in areas near the EnLink Facilities, must be preapproved, in writing, by EnLink, prior to construction. 2. Review and/or approval of any plans or drawings by EnLink shall not constitute an assumption of any responsibility by EnLink for their accuracy or sufficiency or conformity with applicable laws, and City shall be solely responsible therefor. 3. City agrees to provide advance written notice to the EnLink representative designated below at least seventy-two (72) hours prior to the commencement of any construction, maintenance, operation, inspection, repair, and removal of the City Facilities or any equipment or machinery being located within twenty-five feet (25') of the EnLink Facilities. Colin Brammell, Senior Landman Colin.brammell@enlink.com EnLink shall have the right to have an EnLink representative on site to oversee any work or activity taking place within twenty-five feet (25') of the EnLink Facilities. Such representative may immediately suspend or terminate any work if, in such representative’s reasonable judgment, such work presents a threat to the safety or integrity of the EnLink Facilities, and EnLink will not be liable to City, its contractors, consultants or any other associated party for any costs or expenses associated with such suspension or termination. 4. All EnLink pipeline locations and elevations must be field-verified. An EnLink representative shall do all line locating. 5. No excavation is permittedwithin fifteen feet (15') ofany EnLink pipeline,except as otherwise temporarily permitted herein. 6. A minimum vertical clearance of twenty-four inches (24") must be maintained between any EnLink pipeline and the City Facilities. 7. No heavy equipment, such as backhoes, bulldozers and excavators, shall cross EnLink’s right- of-way without dragline mats installed over EnLink’s underground facilities. Dragline mat bridges shall be used to eliminate excessive loads from being imposed on EnLink’s underground facilities. In addition, the maximum wheel load should be no greater than 25,000 lbs. for any equipment crossing EnLink’s underground facilities. 8. City agrees to provide as-built drawings of the City Facilities within thirty (30) days of EnLink’s request therefor. 9. Without limiting any of the foregoing, City shall at all times conduct its work safely, expediently, and in such a manner so as not to unreasonably interfere with or impede the operation of the EnLink Facilities. 10. City agrees to maintain and repair the City Facilities and keep same in good condition at City’s sole expense. In no event shall City remove any cover and/or decrease the grade from EnLink’s right- of-way. 11. City will provide and maintain proper and effective protection to the EnLink's Facilities so as to prevent any damage resulting from City’s use of EnLink’s right-of-way. 12. City will pay all damages caused to EnLink's Facilities that results from the project described herein or the construction and maintenance of the City Facilities. 13. To the extent permitted by law, City agrees to indemnify, defend and hold EnLink, its parent, affiliates, subsidiaries, and their directors, officers, employees, representatives and agents (“Indemnitees”) harmless from and against any and all actions or causes of action, claims, demands, liabilities, loss, damage, injury, suit, proceeding, judgment or cost (including, without limitation, court costs and reasonable attorneys’ fees) for personal injury to or death of any person, or damages to any property, caused by or arising out of the construction, maintenance, operation, inspection, repair, replacement or removal of the City Facilities, REGARDLESS OF WHETHER ARISING FROM OR ATTRIBUTABLETOTHESTRICT LIABILITY,NEGLIGENCEOROTHERFAULTOFENLINK OR THE INDEMNITEESOR ANY ACT OR OMISSIONWHICH MAY RESULT IN IMPOSITION OF STRICT LIABILITY (BY STATUTE OR UNDER COMMON LAW) UPON ENLINK OR THE INDEMNITEES, but not to the extent caused by the gross negligence or willful misconduct of EnLink. 14. This letter shall not be construed as a grant to City of a right of way, easement, or any other interest, but only grants a permit for the limited encroachment across EnLink’s existing right-of-way as herein provided. City will be responsible for securing any rights to the property from the owner of the property on which the City Facilities will be installed. EnLink makes no warranty, express or implied, as to title to the property on which the City Facilities will be installed, and the consent herein given is subject to all prior grants, reservations, encumbrances, occupancy and crossing agreements, if any, whether made by EnLink or others and whether or not of record. EnLink consents to any encroachment by the City Facilities only to the extent that EnLink has the right to grant such consent. 15. It is agreed that EnLink wiil maintain its prior rights and privileges. This letter neither supersedes nor negates any rights granted to EnLink under the EnLink's agreement(s) and/or documents creating the EnLink's rights to the property. 16. The requirements set forth herein shall be binding on the parties hereto, their heirs, successors and assigns. Please indicate your acceptance af the faregaing by executing in the space provided below and returning a copy to Colin Brammell at coiin.brammell@enlink.com. Sincerely, EnLink North Texas Gathering, LP By: EnLink Energy GP, LLC its general a �iqer By: Name: Ch ' p er J. Greneaux Title: Director of Land ACCEPTED AND AGREED TO this 20 day of �anuary , 2023. City of Fort Worth Z�� .G.� By: Dana Burghdoff (Jan 20, 20 7:43 CS Name: Dana Burghdoff, Title: Assistant City Manager Hiaom iaoi io nii> � Z W 2 Q � � Z J W �?��a � ->�zp�gW Am "�« -�i2� °-��p¢�nw�e`£z= __ _ _____ _ W��, �Ws000�Q��Q �� `m�.�.�.�...... pc¢=izF�� '3�¢V�aW��"�� 'J'_c ��.k� �8 �se �`° q u �o k ' 'a � �gN � � � ^�z W p 3 W �� °oo"a4;ki °= m°°��Wow "3o=�p;��° 2_rc�¢`¢°"6 o¢Gpoo�i,�z�Y � o`OsS"'^�',�o�i oa 33a��,__�_� �m=��'` ' �x��-W -�op= ��Wz "w_�h°o'pg��:� ,��p4��p�,kp ,�¢�.�� 2Wa�¢ �e€`=Q° i�"�°��nwp�' 3a,��:.:`.<' ��,�az:�b¢z�a� °�.��Q°��WW� �vz �� w �o�� o��i 402 WWpyt�i �¢3� WZNC��n�� mgZ �o��¢p WQp~ p � ¢ % b X�2 OZ�� Ooo"Mam LL ti SU�O � Z � � �00 WW3Y¢ 2o'�C'r �WM RVWi � 0 2 Uti � � e K W Q � mMF w> W2>W O:'�d Wa _ _R J >32�^�n i�OJ �4��Q� - ' '^ i:'p, w m� 'm��jw"� �_ �� ff wwz� aw��'�o zp o�w�ro� � � � �a °��W �wQM�„�, °z�� Q vi: � � WRWc^ � WRW ¢00 21�'� 04 _�� am� o�� x o°>� �'a a �3owjw immz ��3�� .. 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Barnett Gas Crossings.pdf Nick Barnett Gathering has reviewed he separations and approves of the attached crossings Please make sure to contact Randy Darville 24hrs in advance before construction. Randy Darville 817-228-6912 Thanks Charles Vaughan Supervisor Damage Prevention XTO Energy / Barnett Gathering Address: 4800 Blue Mound Rd. Forth Worth, Tx 76106 Cell: (817) 584-5371 Email: Charles.w.vaughan@exxonmobil.com From: Nick Stevens [mailto:NStevens@dunaway.com] Sent: Tuesday, May 10, 2022 10:00 AM To: Vaughan, Charles <charles.w.vaughan@exxonmobil.com>; Darville, Randy <randy.darville@exxonmobil.com> Cc: Josh Wright <JWright@dunaway.com>; Williamson, Kenny <kenny.williamson@exxonmobil.com>; Cook, Cameron <cameron.cook@exxonmobil.com> Subject: RE: [EXTERNAL]RE: Barnett Aledo Rd Gas Line Crossing Update External Email - Think Before You Click Good morning Charles, Attached is an updated plan set for where we plan to cross Barnett's lines along Aledo Road Crossings on sheets 1& 2 will all be by other than open cut and have greater than 17-FT of vertical separation from the proposed sewer line Crossings on sheet 3 will be by open cut and have S-FT minimum vertical separation from sewer line Let me know if you need any changes made before these crossings can be approved, or if you have any questions. 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Q � �� w � OO+LiL t/1S 3NIl H�ltlW W I I `�' 'p I I � I' I, � � 1 �� I I II II � � � li li i �� Hiaom iaoi io nii> NoisN3ix3 eoia3�a3iNi �s�s r33a� inN�vr� Go � �� oQo�� o�m� �°o��Q m � Wz�w� �, � " " �� ?z�Q� ��wJa w��,N q�� z"� o,�`�°m�� oc¢,o�o` � > � �� '`�o oz��o z�WA� -' �i �o rc Qo W32 23 ¢ tiW�'¢�i:� Q_ � �z �y o o v � i �w z m,�. � o�Qwp oN��a�a w WW � � mp 2' 2� 4Wv�`iuj 2 >w QY� � H�oii ,3� � �� mW�n�W � d� w�Z O Wz m.223 i WW„YOU Z ti �W H FF �yN rcap� ,¢h ��2 o�cYi2ti2" W u �U p � yaj W Ja w w�Wa� Q,oam� ii�~�� J$ p W O�v~i aamw �,�° � � � Q� a � ?�»w� � ��3�m � �� a 3 W ao 4z J �R3 H C Oif~ W30 W m� 3 �3�4 22gZ�p zpmcQi�2 �022 �� _ p r K 2 O ��Q �w�woz �� 3� � ��w Q�� m� �.�o��Q' � o Z Z � � _ � �, v � �3w � 3 � � a ' � ` i3m �� I� —... ¢. � I` 3 o � O � � O w =lo � _ � � � _- �gas I_ � I _� �ae ' �� ;a�ss�=„ � C tl1S 3N HJ1V W zc>sa=o3 � CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GC-6.06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK City of Fort Worth Business Equity Division INSTRUCTIONS TO BIDDERS ABOUT THE BUSINESS EQUITY GOAL Bid number: __________ Business Equity Goal: __________% It is the policy of the City of Fort Worth to ensure the full and equitable utilization of Business Equity Firms when appropriate, in the procurement of all goods and services. When a Business Equity Goal is established for a bid, it means that the City of Fort Worth believes that there are Business Equity Firms available that can provide goods or services requested by the bid. The Business Equity Goal for Bid number _________ is ______%. This means that the City believes that there are available Business Equity Firms that can provide goods or services required by this bid and therefore, ______% of the Bidder’s awarded amount must be spent with a Business Equity Firm. All requirements and regulations stated in the City’s current Business Equity Ordinance #25165-10-2021 apply to this bid. Definitions are at the end of this document. Because a Business Equity Goal has been established for this bid, in order for your bid to be considered, a Bidder must satisfy one (1) of the conditions below . A. Commit to Meet or Exceed the Business Equity Goal Hire Business Equity Firm(s) to provide goods or services and spend at least the goal amount with the Business Equity Firm(s). Step 1: Obtain a listing of Business Equity Firms by completing the “Request for Listing of Certified Firms Form” located at the City of Fort Worth’s Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following two (2) forms: a. Utilization Plan b. Letter(s) of Intent B. Prove a Good Faith Effort Show attempt to hire Business Equity Firms to meet or exceed the goal, but was unsuccessful. This can occur in two (2) ways: 1) Bidder proposes a smaller Goal Step 1: Obtain a listing of Business Equity Firms by completing the “Request for Listing of Certified Firms Form” located at the City of Fort Worth’s Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: Submit the following three (3) forms: a. Utilization Plan b. Letter(s) of Intent c. Good Faith Effort 2) Bidder proposes a 0% Goal Step 1: Obtain a listing of Business Equity Firms by completing the “Request for Listing of Certified Firms Form” located at the City of Fort Worth’s Business Equity Division website. Step 2: Request bids from Business Equity Firms to provide goods or services at least 10 calendar days before bid opening. Step 3: If unsuccessful, submit Good Faith Effort Form. Please see Ordinance §20-370 (g) page for requirements of an acceptable Good Faith Effort. C. Prove that the Bidder Can Perform the Service and Provide all Materials on the Project as the Prime Contractor Bidder must show that the Bidder is providing all of the goods and services through their own company and that there are no goods or services provided by a third party or an affiliate. Bidder will not purchase any supplies or inventory from a third party. Step 1: Must submit Prime Contract Waiver Form D. Create a Joint Venture with a Business Equity Firm At least one or both of the firms must be a Business Equity Firm Step 1: Must submit Joint Venture Form DEADLINE TO SUBMIT REQUIRED DOCUMENTS AND FORMS Bidders must submit sealed bids to be opened at the date, time, and place stated in the solicitation for the public opening of bids. Faxed copies will not be accepted. FREQUENTLY ASKED QUESTIONS 1. If I am Business Equity Firm, can I count my performance of the bid? Answer: A Business Equity Prime Contractor can count its self-performance towards meeting the Business Equity Goal for the assigned North American Industry Classification System (NAICS) commodity codes on its Minority Business Enterprise (MBE) or Women Business Enterprise (WBE) certification. 2. What if I am a Business Equity Firm, but I am unable to self perform all work or provide all of the goods under the bid, can I count my performance under the Bid? Answer: If the Business Equity Prime cannot self-perform all of the work, it will be accountable for subcontracting with certified firms to meet the overall goal. Business Equity Firms that qualify under the “Significant Business Presence” definition may count in the Program upon approval of DVIN-BE. 3. This bid does not have a set amount that the City will purchase from the Awarded Bidder, how do I complete the form? Answers: a. For a low bid procurement, the lowest bidder shall submit a Utilization Plan no later than 2:00 PM on the third business day after bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self-performed services towards meeting a Business Equity Goal. b. For a Best Value procurement, all bidders who wish to be considered for evaluation scoring shall submit a Utilization Plan by 2:00 PM on the third business day after the bids are opened detailing all Subcontractors the Contractor intends to utilize in its performance of a Contract. Contractors that are Business Equity Firms may count their self-performed services towards meeting a Business Equity Goal. c. Non-compliance. If the lowest bidder for a low bid procurement or any bidder for a Best Value procurement does not timely submit its Utilization Plan with the required documents, that bidder will be deemed Non-Responsive. For a low bid procurement, the City will notify the next lowest bidder who shall then submit a Utilization Plan with required documents no later than 2:00 PM on the third business day after the bidder receives notification. This process will be followed until a bidder submitting the required documents is selected. DEFINITIONS Business Equity Firm means an Independent Firm that is a Certified minority- and/or women-owned business enterprise (M/WBE) with a Significant Business Presence in the City's Marketplace. Business Equity Goal means a calculation prepared by the DVIN-BE that includes all the following factors: the detailed cost estimate of the work to be performed, or goods purchased; the 6-county Marketplace; the availability of Business Equity Firms and non-Business Equity Firms in the Marketplace determined on a Contract-by-Contract basis; and the subcontracting/supplier opportunities of each project. Certified means those firms identified by the North American Industry Classification System (NAICS) that have been determined to be a bona fide MBE or WBE by the North Central Texas Regional Certification Agency (NCTRCA), the Dallas/Fort Worth Minority Supplier Development Council (DFW /MSDC), Women's Business Council-SW (WBCS), Texas Department of Transportation (TxDOT) or another certifying agency that the DVIN-BE may deem appropriate and accepted by the City of Fort Worth. DVIN-BE means the City's Department of Diversity and Inclusion – Business Equity Division Good Faith Efforts means the actions undertaken by a Contractor and approved by DVIN-BE as described in the Business Equity Ordinance §20-370 (g). Joint Venture means a business entity formed by two or more independent Persons for the purpose of pursuing a common objective, such as a prime contract. The resulting business entity has additional resources and capacity, enhancing its ability to compete for larger awards. A joint venture is generally characterized by shared ownership, shared returns and risks, and shared governance. In a joint venture, the prime managing partner holds 51 % or more interest in the business. Partner(s) hold less than 51 % interest but in most cases, not less than 20%. Marketplace means the geographic area as defined by the City's most current Disparity Study (i.e., Tarrant, Dallas, Denton, Johnson, Parker and Wise counties). Responsive means that a Person is compliant with the requirements of the Business Equity Ordinance. Significant Business Presence means a Person (1) which has its principal place of business located inside the Marketplace; (2) which has its principal place of business located outside the Marketplace but has been verified to be in existence for a minimum of 24 months and from which at least 20% of the business's workforce is based in the Marketplace; or (3) which has cumulative business receipts greater than $1,000,000 for work done in the Marketplace since January 1, 2013. Utilization Plan means the list of Business Equity Firms that a Contractor commits will be utilized to meet the Business Equity Goal for a specific project, the scopes of the work and the dollar values or the percentages of the work to be performed. VIOLATIONS AND SANCTIONS 1. Failure to comply with the City’s Business Equity Ordinance will result in the bid being considered “Non-Responsive.” 2. Failure to submit the required Business Equity forms and documentation will result in the bid being considered non-responsive and a “written warning” letter that may impact the Offeror’s evaluation scoring on future City bid opportunities for up to 12 months, refer to Ordinance §20-373 on VIOLATIONS AND SANCTIONS for continued offenses or failures to comply. If you have any questions, contact Department of Diversity & Inclusion, Business Equity Division Email: DVIN_BE@fortworthtexas.gov | Phone: 817-392-2674 Joint Venture Page 1 of 3 Rev. 2/1 /1 CITY OF FORT WORTH M BE Joint Venture Eligibility Form All questions must be answered; use “N/A” if not applicable. . Name of City project: ___________________________________________________________________________ A joint venture form must be completed on each project RFP/Bid/Purchasing Number: ____________________________ 1. Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture M BE firm name: Non-M BE firm name: Business Address: Business Address: City, State, Zip: City, State, Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status:E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the M BE: Describe the scope of work of the non-M BE: Joint Venture Page 2 of 3 Rev. 2/1 /1 What is the percentage of M BE participation on this joint venture that you wish to be counted toward meeting the project goal?_____________________ Attach a copy of the joint venture agreement. List components of ownership of joint venture:(Do not complete if this information is described in joint venture agreement) Profit and loss sharing: Capital contributions, including equipment: Other applicable ownership interests: 6. Identify by name, race, sex and firm those individuals (with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales c. Hiring and Firing of management personnel d. Purchasing of major equipment and/or supplies Supervision of field operations The City’s will review your joint venture submission and will have final approval of the M BE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City’s immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City’s Ordinance . Joint Venture Page 3 of 3 Rev. 2/1 /1 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore, the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books, records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint venture’s eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statements or willful misrepresentation of facts. Name of MBE firm Name of non-MBE firm Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of _________________________________________ County of _________________________________ On this _____________________________ day of _________________, 20 ____, before me appeared ___________________________________________ and ___________________________________________ to me personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public ______________________________________________________ Print Name Notary Public ______________________________________________________ Signature Commission Expires _________________________________________________ (seal) ATTACHMENT 1B Page 1 of 1 Rev./1 / City of Fort Worth Business E Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME:Check applicable block to describe rime M/WBE NON-M BEPROJECT NAME: BID DATE City’s MBE Project Goal: % Offeror’s MBE Project Commitment: % PROJECT NUMBER If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1C. This form is only applicable if both answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 p.m., on the second City business day after bid opening, exclusive of the bid opening date, will result in the bid being considered non-responsive to bid specifications. Will you perform this entire contract without subcontractors? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an operational profile of your business. YES NO Will you perform this entire contract without suppliers? If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. YES NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including M BE(s) on this contract, the payment thereof and any proposed changes to the original M BE(s) arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the M BEs on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one (1) year. ______________________________________ ___________________________________________ Authorized Signature Printed Signature ______________________________________ ___________________________________________ Title Contact Name (if different) ______________________________________ ___________________________________________ Company Name Phone Number Fax Number ______________________________________ ___________________________________________ Address Email Address ______________________________________ ___________________________________________ City/State/Zip Date Q� � o Z � W � =a U � Q t O � � LL � O � a� � c � � � � � a> � � � C � � � � �+ W U N N � _ .N /�y� W � F� � F"� rQT h+�l � N o � Q- m � � � W o L1J m Z v�, Q ❑ N i M � O c N O � � >+ - � m 7 � � � N W ❑ ❑ � � � y � C y > i d � C � N � � c cmn � ❑ E m d O ❑ � o N � = m � N o E o N �L V Q � O -�a � c (6 � V a�i •L � � m (7 Q- � � y � � _ � � � ❑ W '� 1 � ,� N � � N E a`�i 2 � Q •� � .!n m � � m � N o o Z a�i °' � U X �a � � � � c W � � W � � � m m V � � � m> � � in � ,+��'' C > OUO . � O � � 'v� � Q a� � � W L ❑ ❑ L C � � y � °' m C c :� w — _ •N � Y W � � V m � N Cn W m � � � � � y U ❑ � � N � � �'� � U m � � U � � � � � � � � � � � � U � m > � p � V � N � 'c � Z � n a�i O � ~ ❑ � � � � 0 � � � V � � 0 'L = � c � c� O � 'v� V m �� " m +r O = � m =� N � +�' Ul U U � N N N �� a � W � K V Z � N � � � � N ❑ C GN1 � 0 � G� � V = C � W � C �, ;� �fl1 � ��L W m C� 3 <1 Q m >+ C Q � •Q' O � ❑ U � Q LL Z Z Z �� Q (q O � N � Z V V� �� _ ,+_�+ � 2 � � W d � �� v y � 'V C � O � � O t� a� � G 2 a t� a a � t� a c� w � � � Q N � U � a� � C 3 .0 N '� o a� � � C O � N� > U .� N 7 p U a X N �U C � C � N .+ Q- O 0 � � � �E a� �� _ a`�i �� N � 7 � � � � 3 U � �I� � � +' U a� a� � 'o O ... � m Q � o U O � N � L U �Q �U 0 � � � .o o �_ .� � X � W � � .N � .o i V 7 !� a � N Q � � � � � � o a� > �N > U '� N C � Q (B N T � �� a� � N � ._ "� � � . � � O O � � � .�.-� � � .-�.� � N� Q � 0 U •� O � � � � LL � � � t � C .� N U � �a i � C � o � c6 C O � O � 7 = N � x a � � c ca o� � p 7 w, � � � � c• o � � 3 c s o � � o 7 � N f6 �� C � O � U .� N � _ o � � �a � 3 � o �a� � w y � U � � � o c '� O w �ia �� c s w (� � � � Q N �� .� � � � m N c� � � w � �� Y � � O �a C � � � � � o �a � � � O •— a� f6 � O •� y i V N � � O C' a� ° �� O V tA � U �� n c� � a L Q � � � O N � � > � � � � X Q � W N t � � ' � � O �� c L L�� N O � � � � � o � � w C H U � � L .� U C N � � a � y N C .� 7 m C U c � � N � � m .� � � � o C �� o 7 � � C a� � � o �� O � � � � o � N� E � N � �� O N — U � � a� Y � � � E � � � �` a� U '� �� a � � ._ o � � � Q U � O � � N � � .o in O � E c � o � � U N� s ° o Q > > w � O � � � o .� EU �� O �� N � � .-�.� w � � Y � � � � � � •� H a W V N y Q a� � .� Y � � � m � � N � �� O � � � '� � Q � � O �U N � � y C � �� . � � m 7 � � �� N � O > � � �� o � m � 'o U �� '� � � a� � �� C � O � �U m � � O � U O � a� � � a� Q � O E N N � N� � � ,N � a �� a� � i � c� � `o �__ �� U `0 N > Q > Y � ` O (6 � � N � N � � Q c �Q •� U � � � Z U " O >, U ui � � ¢ ii � �� .� •� a� w � � �' U � C 7 � m '� N N � O � � � X C H a�°i � � � N �U(n ��m a� o �. 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N in � N ir, �. �, �n � d v, � m v, � �, v, � C i �• r.�+ = i =•� +�+ � i C� r�-+ � i C•� r � � �E o � -�a sE o � � �E o � -�a �E o m a a w t� m Q a w c� m Q a w c� m Q a w c� N N O N N M O a�i m a n � ATTACHMENT 1APageofUtilization Form______________________________________________Printed Signature______________________________________________Contact Name and Title (if different)______________________________________________Phone Number______________________________________________Email Address______________________________________________DateAuthorized Signature____________________________________________________Title____________________________________________________Company Name____________________________________________________Address____________________________________________________City/State/Zip CodeCertified Prim $DBE$Non-$TOTAL DOLLAR AMOUNT OF CERTIFIED PRIME/ALL SUBCONTRACTORS/SUPPLIERS $Request for Approval of Change/Addition online. ATTACHMENT 1C Page 1 of 4 // City of Fort Worth Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable bo to describe Offeror N - PROJECT NAME: BID DATE Goal: % Offeror’s Commitment: % PROJECT NUMBER If the Offeror did not meet or exceed the oal for this project, the Offeror must complete this form. If the Offeror’s method of compliance with the oal is based upon demonstration of a “ood aith ffort”, the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 1 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the City business day after bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a or non- . (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities ATTACHMENT 1C Page 2 of 4 Date of Listing _____ 2.) Obtain a current (not more than two (2) months old from the bid open date) list of subcontractors and/or suppliers from the City's . Yes No 3.) Yes 4.) (If yes, attach list to include name of firm, person contacted,phone number and date and (If yes, attach list to include name of firm, fax number and date and time of contact. In addition, if the fax Yes (If yes, attach email confirmation to include name of firm, date and time. In addition, if an email is returned as undeliverable, then that “undeliverable message” receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation and/or “undeliverable message” documentation may render the GFE non-responsive.) No NOTE: The methods identified above are acceptable for soliciting bids, and each selected method must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the methods or that at least one successful contact was made using one of the methods in order to deemed responsive to the Good Faith Effort requirement. NOTE: The Offeror must contact the entire list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 thru . .) Did you provide plans and specifications to potential ? Yes Yes .) Did you provide the information regarding the location of plans and specifications in order to assist ATTACHMENT 1 .) Did you prepare a quotation for the s to bid on goods/services specific to their skill set? (If yes, attach all copies of quotations.) Yes (If yes, attach the information that was not valid in order for the to address the corrections needed.) (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain participation on this project. __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ __________________________________________________________________________________________ The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. .) Was the contact information on any of the listings not valid? ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the listed was/were contacted in good faith. It is understood that any listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City’s . _______________________________________ Authorized Signature _______________________________________ Title _______________________________________ Company Name ______________________________________ Address _______________________________________ City/State/Zip _______________________________________ Printed Signature _______________________________________ Contact Name and Title (if different) _______________________________________ Phone Number _______________________________________ Email Address _______________________________________ Date //20 LETTER OF INTENT the amount of $ (Owner/ Authorized Agent) Type or Print Name (Name of Certified Firm) (Signature of Owner /Authorized Agent of Certified irm) (Date) (Phone Number) am the duly authorized representative of (Owner/Authorized Agent) and that I have personally reviewed the material and facts (Name of Offeror/Prime) set forth in this Letter of Intent. To the best of my knowledge, information and belief, the facts in this form are true, and no material facts have been omitted. Pursuant to the City of Fort Worth Business ity Ordinance, any person/entity that makes a false or fraudulent statement in connection with participation of a certified firm in any City of Fort Worth contract may be referred for debarment procedures under the City of Fort Worth Business Ordinance. I do solemnly swear or affirm that the signatures contained herein and the information provided by the Offeror/Prime are true and correct, and that I am authorized on behalf of the Offeror/Prime to make the affidavit. (Owner/ Authorized Agent) Type or Print Name (Name of Offeror/Prime) (Signature of Owner/Authorized Agent) (Date) (Phone Number) PROJECT BID [Pursuant to the City of Fort Worth Business ity rdinance, certified firms participating under the Ordinance must be certified prior to recommendation of award in order to be counted towards . North Central Texas Regional Certification Agency (NCTRCA), Dallas/Fort Worth Minority Supplier Development Council, Inc. (DFW MSDC), Women's Business Council - Southwest (WBCS), or the Texas Department of Transportation (TXDOT) I HEREBY DECLARE AND AFFIRM that Name of Project Name of Offeror/Prime Contractor The undersigned is prepared to perform the following described work and/or supply the material listed in connection with the above project (where applicable specify “supply” or “install” or both): (Email Address) usiness ity Email: Ph:817-392-2674 () CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator 15.32$ Asphalt Paving Machine Operator 13.99$ Asphalt Raker 12.69$ Broom or Sweeper Operator 11.74$ Concrete Finisher, Paving and Structures 14.12$ Concrete Pavement Finishing Machine Operator 16.05$ Concrete Saw Operator 14.48$ Crane Operator, Hydraulic 80 tons or less 18.12$ Crane Operator, Lattice Boom 80 Tons or Less 17.27$ Crane Operator, Lattice Boom Over 80 Tons 20.52$ Crawler Tractor Operator 14.07$ Electrician 19.80$ Excavator Operator, 50,000 pounds or less 17.19$ Excavator Operator, Over 50,000 pounds 16.99$ Flagger 10.06$ Form Builder/Setter, Structures 13.84$ Form Setter, Paving & Curb 13.16$ Foundation Drill Operator, Crawler Mounted 17.99$ Foundation Drill Operator, Truck Mounted 21.07$ Front End Loader Operator, 3 CY or Less 13.69$ Front End Loader Operator, Over 3 CY 14.72$ Laborer, Common 10.72$ Laborer, Utility 12.32$ Loader/Backhoe Operator 15.18$ Mechanic 17.68$ Milling Machine Operator 14.32$ Motor Grader Operator, Fine Grade 17.19$ Motor Grader Operator, Rough 16.02$ Off Road Hauler 12.25$ Pavement Marking Machine Operator 13.63$ Pipelayer 13.24$ Reclaimer/Pulverizer Operator 11.01$ Reinforcing Steel Worker 16.18$ Roller Operator, Asphalt 13.08$ Roller Operator, Other 11.51$ Scraper Operator 12.96$ Servicer 14.58$ Small Slipform Machine Operator 15.96$ Spreader Box Operator 14.73$ Truck Driver Lowboy Float 16.24$ Truck Driver Transit Mix 14.14$ Truck Driver, Single Axle 12.31$ Truck Driver, Single or Tandem Axle Dump Truck 12.62$ Truck Driver, Tandem Axle Tractor with Semi Trailer 12.86$ Welder 14.84$ Work Zone Barricade Servicer 11.68$ 2013 PREVAILING WAGE RATES The Davis Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of TexasStandard Job Classifications and Descriptions for Highway, Heavy, Utilities, and Industrial Construction in Texas. (Heavy and Highway Construction Projects) Page 1 of 1 CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK TARRANT COUNTY UTILITY PERMIT (TO BE COMPELTED AND MAINTAINED BY CONTRACTOR) Precinct #: ____ UTILITIES COMPANY PERMIT Date: __________ Permit #: __________ Firm Name: ____________________________ Contact Person: _________________________ Address: _______________________________ _______________________________ Phone: _______________ Fax: _______________ Is hereby permitted to work within the Tarrant County R.O.W. (Right-of-Way) in accordance with the Tarrant County Transportation Services Departments provisions and specifications. LOCATION OF PROPOSED WORK (WITH MAPSCO #:) _________________ __________________________________________________________________ __________________________________________________________________ __________________________________________________________________ (Attached layouts as necessary) DESCRIBE PROPOSED WORK IN DETAIL: ___________________________ __________________________________________________________________ (Attach additional sheets if necessary.) SPECIAL INSTRUCTIONS: 1. Submit permit and all necessary documentation to Jeremy Duskin at jfduskin@tarrantcounty.com 2. Roads are to be bored and not open cut. 3. Contact Richard Hatcher at (817) 266-7817, 24 hours PRIOR to working in the County right-of-way. 4. This permit is valid for 30 days from the above written date. A new permit is required if the project is delayed or extended. 5. Please re-establish vegetation after work is completed (i.e. hydromulch, sod, mulch w/ seeding, etc.). _____________________________ ________________________________ Transportation Services Department Signature of Firm Name Representative ________________________________ Printed Name of Firm Name Representative TARRANT COUNTY FLOODPLAIN DEVELOPMENT PERMIT TARRANT COUNTY FL4�DPLAIN DEVELOPIVIENT PERMIT APPLICATION APPROVAL Permit No. 22-03 The Floodplain Development Permit Application submitted by _ Josh Wri�ht _ and dated 10/20 .. , , 20 21 , together with the accompanying documentation, if any, have been reviewed by the Tarrant County Floodp�a.in Administrator. The Floodp�ain Administrator has determined that the Application for Proposed Development complies with the terms of Article 4 Section C of the Tarrant County Flood Damage Prevention Rules. Accordingly, App�icant is hereby granted a Floodplain Development Permit for the limited purpose of completing the Proposed Development as specified in the Floodplain Development Permit Application. This Permit expires on N/A and Applicant wi11 be required to submit another F1ood Plain Development Permit Application for consideration and approval by the Floodplain Administrator if (1) Applicant desires to alte�r or change the Proposed Development fram the specifications contained in the Application � or {2} Applicant has not started or completed the Proposed Development by the expiration date of this Pernut, but Applicant desires to go forward with starting or completing the Proposed Development. Because conditions and circumstances may change subsequent to the issuance of �his Permit, Applicant is not guaranteed nor has the right to the approval and issuance of a subsequent Permit. APPROVED: EFFECTIVE DATE: �}2-22- 2�Z arrant Co Floodplain Administrator CITY OF FORT WORTH WALNUT CREEK SS INTERCEPTOR EXTENSION PHASE 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO: 103414-2 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 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 Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 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 V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 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 34 05 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 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 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore 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) * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Ring 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 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 Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poopit) For use when Std. MH cannot be installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious * E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 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 Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 * From Original Standard Products List 1 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems 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, AWWA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 * 33 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 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings 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 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete * E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76 * E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously * From Original Standard Products List 2 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) * High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" * High-density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer Pipe J-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 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" *33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake)Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13) * Cured in Place Pipe Insituform Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open Profile Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra-Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" ASTM D3262, ASTM D3681, ASTM D4161, AWWA M45 * From Original Standard Products List 3 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Appurtenances 33-12-10 (07/01/13) 01/18/18 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 Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" 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 Meter 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 Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL 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-20200N-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, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" * E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 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 18 AWWA C900-16 UL 1285 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA C111 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 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 Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 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" 11/08/99 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 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" * From Original Standard Products List 5 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 12/29/2023 Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydroguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) Yellow Highlight indicates recent changes The Fort Worth Water Departments Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Departments 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 Departments Standard Specifications and the Fort Worth Water Departments 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 Departments Standard Specifications or is on the Fort Worth Water * From Original Standard Products List 6