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Home My WebLink AboutContract 61666CONTRACT FOR CSC No. 61666 THE CONSTRUCTION OF Ma ie Parker Mayor UTILITY CUT REP AIR CONTRACT 2024 City roject o. COl-2024 hris H rder Director Water Department Prepared for The City of Fort Worth WATERDEPARTME T 2024 David ooke Ci y Manager ['l7'�' f�f� f�'1�1�T N��f��#i, T�'�A�3 �� 1T'ILI �'Y �'UT Rlsl'r11R C`Dli�'1'l��lC"1' ��12� C'rt�� f'��r�jer:llVn. �lC't?}-�1J�4 CHI�f�S" �IAR�E�, I'.E. 1�II�f:'�`?'�1[ ��'A �'�'R �7EPriI�3'lV�L:'1YT' � �� c� �� ' �� 70NY�ilfOLOL`A,F,L',�r��Sl�s'I�A�'TDfNCCTOI�, if'ATERDEP�IftThlE11+T ��v-u�� ,�,.�i c�. `�"`�( �-,'� �,� �� Adopted September 2011 City of Fort Worth Standard Construction Specification Documents 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 8, 2023 City project No. UC01-2024 TABLE OF CONTENTS Division 00 - General Conditions Last Revised 00 05 10 Mayor and Council Communication 07/01/2011 00 05 15 Addenda 07/01/2011 00 11 13 Invitation to Bidders 07/19/2021 00 21 13 Instructions to Bidders 11/02/2021 00 35 13 Conflict of Interest Statement 02/24/2020 00 41 00 Bid Form 09/30/2021 00 42 43 Proposal Form Unit Price 01/20/2012 00 43 13 Bid Bond 09/11/2017 00 43 37 Vendor Compliance to State Law Nonresident Bidder 06/27/2011 00 45 11 Bidders Prequalifications 08/13/2011 00 45 12 Prequalification Statement 09/30/2021 00 45 13 Prequalification Application 08/13/2021 00 45 26 Contractor Compliance with Workers' Compensation Law 07/01/2011 00 45 40 Business Equity Goal 10/27/2021 00 52 43 Agreement 12/08/2023 00 61 13 Performance Bond 12/08/2023 00 61 14 Payment Bond 12/08/2023 00 61 19 Maintenance Bond 12/08/2023 00 61 25 Certificate of Insurance 07/01/2011 00 72 00 General Conditions 08/23/2021 00 73 00 Supplementary Conditions 10/06/2023 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 07/01/2011 01 31 19 Preconstruction Meeting 08/17/2012 01 31 20 Project Meetings 07/01/2011 01 32 16 Construction Schedule 10/06/2023 01 32 33 Preconstruction Video 07/01/2011 01 33 00 Submittals 12/20/2012 01 35 13 Special Project Procedures 03/11/2022 01 45 23 Testing and Inspection Services 03/09/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 03/22/2021 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 58 13 Temporary Project Signage 07/01/2011 01 60 00 Product Requirements 03/09/2020 01 66 00 Product Storage and Handling Requirements 07/01/2011 01 70 00 Mobilization and Remobilization 11/22/2016 01 71 23 Construction Staking and Survey 02/14/2018 01 74 23 Cleaning 07/01/2011 01 77 19 Closeout Requirements 03/22/2021 01 78 23 Operation and Maintenance Data 12/20/2012 01 78 39 Project Record Documents 07/01/2011 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 8, 2023 City project No. UC01-2024 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents Division 02 - Existing Conditions Date Modified 02 41 14 Utility Removal/Abandonment Division 03 - Concrete 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 32 - Exterior Improvements 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 13 13 Concrete Paving 32 91 19 Topsoil Placement and Finishing of Parkways Division 33 - Utilities 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03/11/2022 03 34 13 Controlled Low Strength Material (CLSM)12/20/2012 Division 31 - Earthwork 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 11 23 Flexible Base Courses 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 32 17 23 Pavement Markings 06/10/2022 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 8, 2023 City project No. UC01-2024 Division 33 - Utilities 33 05 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 33 05 13 Frame, Cover and Grade Rings 09/09/2022 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 03/11/2022 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 71 13 Traffic Control 03/22/2021 Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates DETAILS Paving Details UC POLICY Resolution 5082-05-2019 – Utility Cut Policy for the City of Fort Worth END OF SECTION �ity of Fc�r� Worth, �� d��. Qtif�-l�£'7 Texas ��n�il �or-n�ut�i��i�� M&C FILE NUMB�R: M&C �4-�353 LOG NAf��: fiDU�R��[l?.#�V�ESTf-lILL SUBJECT (A�Lj Aulhi�rize Exect�tian af a Ce�ntrac# v�rith Westhill C�rsslruction, ]rtc:, �n �t� Arnou�[ Up t� $� ,�04,4�D.0� for lh�i L!li�ity Cul I��pair G�intrac[ ��4 at Uarious Locations'�hroughaut #!�e Cik}r REG�f�1M�NDA�1C]N: It is reGamnr�nded l��l the �ity Cauncil au�horiae ti�e execuli�rr� �f � contract with Westtiill Gonstruc�i�n, Ir��. in an �m�ni up l� �1,QO�,OUQ.00 ior €he Ulility C�k R��air C�nkract 2D�4 a! variaus lac�t€ans and aull-�orize up ta lhree renewals, DI�C[!SS[4N: T� wrr� to he ��rfarnied uekd�r lhis can�ract cor�sists af u�ility str��t repairs w�i��i �r€� neGess�ry aFE2r rri�irl ��plaC�ment� �r1t1 r�p�irs 8�e lil�d� by fhe 3hl�t�r C3e��rlr��e�t's Fiel� Op�ra�ians crexvs. The iNaier depa�tment is nelther staffed n�r aquipped ta �e€form sarrt� af th� larg�r re�air�, �hi� conlra�k is ns�es��ry ft� m�ir�tain a rea�on��le repair schedule, mir�iil�ize diseup�ion to !he public and er�sur� slr��1 r�pairs d�i n�t adversaly im�act the life of #he r�rnaining sir�et. Tf�e �r�ject was adv�rtised far �sic� an February 1�, 2024 and Fehr�ary 22, 2�24 in lhe �ort �rVorih Sfar-Te��ar�r ancl an hlar�ti 7, 2�24 �he fallowing t�ids wor� r�c�ived: fBidder _�mount � Timc� af Campielian_ � Westliill Conskrue�ar�, Inc, $1.979.875_QQ 365 CaGe€ld2r Q2y� 5la[f h�s �eviewec� th� bid and �m�so�e€� unit prices �nd car�Siders k�iem tt3 b� i�lr �#]d I�2�r7�bl�_ ihe hid dacurner�ts includeci stipulatia�s lhat the to�a1 �uanl�ies lisled may not refleck �ck�al quan�ifies ar�d #h�t E�e amount budget�d for lhe projecls is �1,€�Ofl,�Ofl.04. Paym�nts wifl he rnade �as�d �n �clual m�asuied quantities. The hid dor.ui��ents aEso incl��ded a sfipulaiion giving th� �iiy the aptian to r�r��+t,r (s�rbj�i to appropri�ted funding} this �orstrack khr�e limes u�i�r the same terrns. cor�ciitions and u�if ;�rice�. �L��1dING: The rnaximum annual amount allowed under thiis agreem��t v�ifl be $1,U00,00�.0� hoxr�v�r th� acluaE �maur�t usad tivill be based on the need af tFTe dep�rtmenl and adaiiabl� b�dg�l. F�inding Es buc�get�d �n lFl� G�r7�� I Qp6�' & hA�fht C�tegOry Wlth��l th� V4��tet' &�eW�r Fund f€�� tltie 1lVater �e�� W��k�tivater DePa��ne��s. A��EEM�i�7 7�Ft�1S. 7r�e agre�rr�en� may be r�newed for three addllianal �newal� att� Cfty's option. The renewal ackion wifl not requir� Ciiy Counc�f appr�va� providod thai ihe City Counc}l has ��ropriatocf suECcient fundsla �a:i�fy khe Cil�s vbligalio� d�ring khe rene�+a! terms. This �rn�nd��r�i w:ll r�oi im��c! th� �grcerrtienE t�rms th�t h�v� �Ire�dy ��n s�t �n p�sce, Business �qui#y; WestF�ilE C�structipn, Enc_ is in c�rn�lianee with lf� C�ly's B�,siness Eq�ity �rtECnanc� t�y c�rnmillinc� tfl 95 �ercen# IU9W8E participatian an tF�is pra�cr. The City's MVtiJ�E g�aE an this project is 3d percerit. A�h�11Nl5TRATIIIE CHANG� �I�bER; An administr�tive chang� drd�r or increase may be made by khe �ily f4�an�ger �tp ta #he a�naunt al�ovr�� by rfll�vanl i�w and th� �ar# Warih �ity C�i�ie and does no# requir� specifa� Ctty �our�cil ap�ro��l �s Inng as s�fficient iun�s have b��n apprapriated, Th�s proj�t Es lacal�d in ALL CGU{VCIL DISTF2ICTS_ FI�GA� INFCIRMATI[3N 1 CERTiFI�ATIc�N: Th� ��reelar oi fir�an� c�rt�f�s that upan �ppro�rai of th� r�c�mrr�endatian, f�nd� ara �vailable in !he current �peratan� bt�dget, as previ�usly apprn�riated, in !he U11�ter and Seti+,rer Fund. Prior to a�r �x�enditure be�ng Incurre[�, !he Water �ep�rlrneni has lk� responsibility to v�lida�e the �vai{a6iiily af iunds. �ubmit#�d for Citv I�anaq�r's �#fic� b�. �ernanda �osta fi122 Drig�nat3�g �usiness Unit H�ad: �fi�ris Warder 502� Addi#ianal Infarma#ion �ontac#: J. Ghrk� Ur�derwood 2629 �M � a � 7 � a+ � 7 a � � g a � � � � � 3 qr m � � � 4 � � r+ � 3 � � � i.: � � !6 � � �4 �# �.i }i � � � � Li U � � ,� � � � � � '� 3 � u •� 4 � s+ � � H � C 3 � � V � � � a c 3 � � V � � x � O � � a+ C � b � � � 0 � � o� � E � � LV �; U � � � � L W � � L � � Y � 3 � u � � .. �y C3 � C 7 IL. i* � � 000515-1 ADDENDA Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 SECTION 00 05 15 ADDENDA END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised luly 1, 2011 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 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 UTILITY CUT REPAIR CONTRACT 2024, City Project No. UCO1-2024 ("Project") will be received by the City of Fort Worth via the Procurement Portal https://fortworthtexas.bonfirehub.com/portaU?tab=openOpportunities, under the respective Project unti12:00 P.M. CST, Thursday, MARCH 7, 2024. Bids will then be opened publicly and read aloud beginning at 2:00 PM CST in the City Council Chambers. 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=open0�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 their submission prior to submitting to ensure all documents are clear, legible, and complete. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised 2/08/24 City Project No. UCO1-2024 00 11 13 INVITATION TO BIDDERS Page 2 of 3 SUPPORT For technical questions, visit Bonfire's help forum at https://vendorsupport.gobonfire.com/hc/en- us Contact the Bonfire support team at Support@GoBonfire.com or by calling 1-800-354-8010. To get started with Bonfire, watch this five-minute training video: Vendor Registration and Submission [VIDEO] — Sonfire Vendor Support (gobonfire.com) GENERAL DESCRIPTION OF WORK The major work will consist of the (approximate) following: UNIT I- CUTS LESS THAN 200 SQUARE FEET UNIT II - CUTS GREATER THAN 200 BUT LESS THAN 1,000 SQUARE FEET UNIT III - CUTS GREATER THAN 1,000 SQUARE FEET UNIT IV - ALL CUTS ASPHALT WITHOUT BASE REGARDLESS OF SIZE UNIT V- ADDITIONAL ITEMS REQUIRED OTHER THAN PAVING TIME PERIOD AND RENEWALS The time period of this Agreement will be for one calendar year or the expiration of the funding, whichever occurs last. The city reserves the right to renew the contract for up to three (3) additional one calendar year time periods or up to three (3) additional funded expenditures of $1,000,000.00 under the same terms, conditions and unit prices. The City shall provide at least sixty (60) days' notice to the Contractor of the City's intent to renew. 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�portunities, under the respective Project. Contract Documents may be downloaded, viewed, and printed by interested contractors and/or suppliers. Bid Document Package https://a�-us3.e- builder.netlpublic/publicLanding.aspx?pS=de8012fab86d46029e5cc6263ea608a8 Addenda Folder https://a�-us3.e- builder.nedpublic/publicLandin�px?QS=e 16b 1 b49e28f4f709bebf5e09b 1614c8 The cost of Bidding and Contract Documents is: No Cost CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised 2/08/24 City Project No. UCO1-2024 00 11 13 INVITATION TO BIDDERS Page 3 of 3 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=open0�portunities, under the respective Project. PREBID CONFERENCE — Web Conference A prebid conference will be held as discussed in Section 00 21 13 - INSTRUCTIONS TO BIDDERS at the following date and time via a web conferencing application: DATE: Monday, February 26, 2024 TIME: 9:00 a.m. Invitations with links to the web conferencing application will be distributed directly to those who have submitted an Expression of Interest. CITY'S RIGHT TO ACCEPT OR REJECT BIDS City reserves the right to waive irregularities and to accept or reject any or all bids. AWARD City will award a contract to the Bidder presenting the lowest price, qualifications and competencies considered. INQUIRIES All inquiries relative to this procurement should be addressed to the following: Attn: J. Chris Underwood, City of Fort Worth Email: john.underwood@fortworthtexas.gov Phone: (817) 392-2629 AND/OR Attn: Lawrence Hamilton, P.E., City of Fort Worth Email: lawrence.hamilton @fortworthtexas.gov Phone: (817) 392-2626 ADVERTISEMENT DATES February 15, 2024 February 22, 2024 END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised 2/08/24 City Project No. UCO1-2024 00 21 13 INSTRUCTIONS TO BIDDERS Page 1 of 9 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 required files through the City's website at: https://a�s. fortworthtexas.gov/Proj ectResources/ CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 00 21 13 iNSTRUCTIONS TO BIDDERS Page 2 of 9 3.1.1. Paving — Requirements document located at: https://a�s.fortworthtexas. og v/ProjectResources/ResourcesP/02%20- %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving %20Contractor%20Prequalification%20Pro�ram/PREQUALIFICATION%20REQ UIREMENTS%20FOR%20PAVING%2000NTRACTORS.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 the stipulated time frame. Based upon the City's assessment of the submitted information, a recommendation regarding the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. 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: 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. Not Used CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 00 21 13 INSTRUCTIONS TO BIDDERS Page 3 of 9 4.1.5. Shall study all: (i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) that have been identified in the Contract Documents as containing reliable "technical data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, at the Site that have been identified in the Contract Documents as containing reliable "technical data." 4.1.6. Is advised that the Contract Documents on file with the City shall constitute all of the information which the City will furnish. All additional information and data which the City will supply after promulgation of the formal Contract Documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. No information given by the City other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the City. 4.1.7. Should perform independent research, investigations, tests, borings, and such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. For projects with restricted access, upon request, City may provide each 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. 4.1.8. Shall determine the difficulties of the Work and all attending circumstances affecting the cost of doing the Work, time required for its completion, and obtain all information required to make a proposal. 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. 4.1.9. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or between the Contract Documents and such other related documents. The Contractor shall not take advantage of any gross error or omission in the Contract Documents, and the City shall be permitted to make such corrections or interpretations as may be deemed necessary for fulfillment of the intent of the Contract Documents. 4.1.10. Indicate their intent to bid by selecting "yes" in the Procurement Portal under 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: C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 00 21 13 INSTRUCTIONS TO BIDDERS Page 4 of 9 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. 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 https://fortworthtexas.bonfirehub.com/portal/?tab=openOpportunities 00 21 13 iNSTRUCTIONS TO BIDDERS Page 6 of 9 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 O1 25 00 of the General Requirements. 11. Subcontractors, Suppliers and Others 11.1. In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City has goals for the participation of minority business and/or women business enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the M/WBE Project Goals and additional requirements. Failure to comply shall render the Bidder as non-responsive. Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance No. 24534-11-2020), codified at: https://codelibrary.amlegal.com/codes/ftworth/latest/ftworth t�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. 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 00 21 13 INSTRUCTIONS TO BIDDERS Page 7 of 9 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. 12.7. 12.8. 12.9. Bids by individuals shall show the Bidder's name and official address. 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. All names shall be typed or printed in ink below the signature. 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=openO�portunities. 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 00 21 13 INSTRUCTIONS TO BIDDERS Page 8 of 9 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. In addition to Bidder's relevant prequalification requirements, City may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work where the identity of such Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Contract Documents or upon the request of the City. City also may consider the operating costs, maintenance requirements, performance data and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. 17.3. City may conduct such investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to City's satisfaction within the prescribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and responsive Bidder whose evaluation by City indicates that the award will be in the best interests of the City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 00 21 13 INSTRUCTIONS TO BIDDERS Page 9 of 9 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award contract to a Nonresident Sidder unless the Nonresident Bidder's bid is lower than the lowest bid submitted by a responsible Texas Bidder by the same amount that a Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. 17.7. A contract is not awarded until 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENT CONTRACT 2024 Revised/Updated 1/17/24 City Project No. UCO1-2024 {3q i$ ] i C'C}�lk� I.IC"I' i�i� l� I'E:Hl�.S"C 1EI� I� 1]},�Vf7` E'a�.c 1 nl I �F.C`T1�N 0{135 l3 cr��ar�,��•r or ir��:r��s�� s•r��•��i��r E7cit lxidd��', oifeE�or nr respoi�c�tllt Eo �� C'ity ot E'o�t �'nr�li ��roc�zreme��t is r�c�«ired �o cni�i��lrie it ['oiallict nf 1lstcre�t Qitcskionnitirc or ccrli#'y llial aiic is ciirre3i# ond on file }vit�7 tlle City accrcl€u}�'s �I�icr pu��uan# ta st�te la�v- 1fs ��7�m�e� o�ik�� I�orr 1�'orti� City Cotir�Cil, ,iuy oi��: pr «inrc of llie Cify f�l�i7��r or AsSist�nt �iiy IVIaE�a�;ers, or an ��c�7t nFtl�c Cil� ►vl7o cxer�:ises dis�rctr4�i irs tltc �31�iiniiti�, 1'C�13T11f1i�f1CI1Z1�, sel�;�tt�7�; or �ot�[��acii�� vikh ,i l}idd�r, of%�•or ar F�espo�t�le3at is {1#IFI1�lCC� 1Y1t�7 �'flllF L'C1171�)�lll��, ll�crti a �.t�c�� Govcrtiinei�� Of�cer �[��rflicis I]isclasure 5talement {C�S) iti�y L�c re��uirt�, '!au �re ur��:d Lo cans�dt ►�riill caurtisel r��ardii7�; tlr� app�ical�ikily o�-�ltesc f�rrti7s ��7d Lacai Governn�eGrt �o�le �ha}atc�- l7G tv yo��r ca�»p��ly, �'f�c refe�e�iced fo��t�s ttti�y l7c dowiilo�ded from tlli links E�rovided belo��. � �'1Q T'4rm is c�u file �vitla Cily 5ecr�t�i� � CfC� Foi7i3 is being �7r�vi[��d ta d�e �'ify �e�r�tnry �� C1S I'oi�s� �aes �jat apply Ci� ]�a�•iii is oii Pi�e wst�r City S�crct�ty 0 �1� i�az�tii is l�ei�i�, proi�ic#ed tc� lk�e �it}� 5ecreta��,. �iIF�DERt ��5�� . . � ��. I�y. -- � C:c�mpany ( 3�,'�s� Priift) ��'�� -- �i�iiatui�; � A��r�s� �� 's*+�.4i�.�� ._._ - �i'itle; �Y��l��-�` �'it}�15t�ter�iQ (Pl�;�sc Priii�� i�1) �1� SCCi`ICiN � 3�'v c�r � csu-€' ti�+c�Er7 � � u�zr,rry c�n'rti�r�nir� �'IANI)ltiNl3{;CiN4'I I�IJC'1I��N 4l'�.C[! lChlit7ti: RCiC:U�Sl:1�1�i"ti �'[}[4]'i'ft.+1C7- x�tia,� I3cti�iu:d��cb�uur5'��I,ZO�i] 4-i[�t'r�j��t�a,� l��:S�l-?�?.I QD M11 4�] fll6 fORM P� i qf.'s s�c�or� ao a� no BID F4RM 76: The ��rchasi��g hlkanager cfo; The Purchasing �ivis�on 2�� '�x�s S�re�t City af �o�t Wflrli�, 7ex�s 7fi1� FOR: 4�TILCTY GUT R�PAIfi C0�1`�I�AC� 2024 Cily Pr�je�k No.: UCa'I-2Q�A Un�lsfSecti❑ns- 1. En#�r Into A��eerrienk Th8 url�ersign�d Bi�d�r propos�s and agreas, if tttis Bid 'fs 2�cce�t�d, 10 ent�r int� �n Agreemeni s+uith �ity in lhe fflrm �nciuded in th� 8idding adcumen[s l� perfarm and furnish �II Vtif�rlc a� specifed or indicaked in �i�e �anlrac# ❑flcument� f4r ihe Bid Prie� and wit}��n 1he ��nir2ci Tirne Indicated in this �id and iri accvr�anc� w�#h #h� 6�her terms and cv�ditions of the ConEraCl ��t��nent�, 2. �Ip��R Ackaowiedgeme�lts an[f Certificatian �.1, In subrnl�irx� tfni� Bid, Bidder accepts �i! of Shs terms and candifions of the I�VITATIQN Td 8kE]�ERS and 1NSTRl��Y�UNS T� BI[J�ERS, includin� witha�t IimilaG�n thase d�aling wviih lhe dispasit+on af Bid Bari�4. 2,�. €3idd�r is �w�re oF all c�sts t� pr�vide the required ir�sur�i�ce, will de so �,ending cantra�t award, �rld Wifa provide a valid insuranc� c��Eifcake meeking a11 requirem��ts witfnir� i4 days �f notificatior� of 8vuard. �.3. Bidder G��lifles that fhis �id is genuine and nvl made in the ir��erest af or �n 1��f7�lf at �ny und�sclosed iRdivi�ual or �nSity an� is nok �ubmitted En eanf�rm�ty wiih any ca!lusive agfeer�'i�nt or rules of any �rouP, �ssc�ciatian, organizati�e�, ar cflrparaiian. �.4. Bi�ider has not direcily ar Indi�e�iiy ind�rced ar �ol«i#ed any �th�r Bit�der to su�mit a faks� or sharn BFd. �,5. Biddar has n�k �olicit�d ar indur.ed any individual or enttRy to refrain fram bldding. �.6. �idd�r h�s not en�aged in c�rrupt, fraudulent, ealiusive, �r cae�ive �r�lic�� En c.�mpetu�g for tha Caniract, F�r #he pErrpo�es oi #his �aragra�lti: a. "carrupt prac!rce" rneans ,fne a#Fc.rins�, giving, rec�iving, ar sol��iling of �r�y thing af value iik�ly in influenc� tfn� actian aF � public aff+Cial in lhe Y�i�dEng pr�cess. b. "fraudulent practice" means arl ir�te�lional misrepr�s�nka#io� aFfac#s made {�j ta inf�ue�ce ti1� bidding Rrocess t� the detrirr�er�t �f City (b) ta esta�l�sh Sid �rices at arli�ciaG n�n-c�r�tpetitiv� �ev�ls, or {c} to deprive �ity oi the bene�its af fr�e and vpen cflrrip�tit9or�. �. "collusive praclice" rneaa�s a schsme or arrangement b�tween lwo or more Bid�_rs, wilh �r xvithaut the kno�edge cnf Clty, ��UfP65� 4F WYII�Y� IS �4 Es��t511SIti BItI �1f1�B5 �� 8ljIFCI�I, nan- GDiYIj}E�I�IY2 ��V��S. C1TY flF F4RT W9R7H STAV�ARR CO�l6TRu�7po�l SPEuIFfCAT14iJ �4ClJh1E�#TS RevlSed 9.�4U2021 �0 d 1 U4 Eit# Pra poas I VL�rk6aak p�}-01 U4 91b pORM Page Z Q[� d. "co��cive praeii�' me�ns harrr�ing af ti�r�al�ning to harm, dir��tly or indirectly, persons or their proper#y ta in#�uence Iheir parlici}�alian in lh� �aidding process o� ��fec� the e.��cuiion of the Cantract, 3. Pr�qu�li�icativn 7ha Bidder acknawl�dg�s that t1�e following �vark kypes r�ust 6� perfarmed o�ly by pr�qualifec� contr�ctors and s ubcon#r�cto rs: a. PAVING b. - c. - d. � e. - f. - g_ - r�_ - �l. �ime of Carnpl�ti�n 4.3 Th� 1Nork will be corrapi�te for Finai Accepter�ca wflhir� 3B5 �Ys after l�� daie when the ik� Conlract Time oammences !ca nan as pr�vided in �'ar�grapt� 2.D3 of khe G�n�r�l Ccrr��itions. 4.2. 6ir�dar acr�pts lhe pra�risiflns af th� Agr�emer�l as ta Ikquida#ed dam�ges in the event of �ailure ta campl�e Eh� tiNork {andf�r �c�i�v�m��,t oi Mil�stones) witl7in the limes specl�eci in lhe �g�eerx�ant. �. A#ached to th€s �id ihe fio�]�ming cfo�uments are �ttached to �nd made a pari ofi this F#id: d. �t�is Bid Farri'i, �ecti�n �D �1 Qfl ha, Re�uir�d ��d �a�d, �ec#ion 00 43 13 issuet+ by � surety mee[in� the requirerr�eni� vf �aragra�h �A1 of th� C�neral �andifion�. �. Praposal Farm, �eclia� 00 42 43 d, V2ndor �omplian�e to State Law Non I�esideM Bid[��f, ��c4ion bD d3 37 e. MWB� Farms (opt+aRa1 at tirrt� oF bidj f. �equali�icaiion Statement. �e�tior� 04 A5 12 9- �onf��et of Int$resk A�fidaviE, Section �� 35 �� *�f necessa�r, C1�1 ar CIS �arms are to be pr�v�d�d �ir�ctly ta City Secre[ary h. Ar�y �d�i�ianal doet�rne�!s that rnay be ��q�i�ed by Section 'i2 0# the Instru�ti�ns la B�d�er� clrr 4F FUit' 1�lORTH STRi¢4Rr�E] C47HSTRi]CTIC�N SPEGI�I�ATIOY QOGl1FAEi�iS� R4V�52.'� �l,�� S � 3i oo €�x[ Prnpasal VA1a�k�eok 00 �, �a eia Fa��s P�Am s or s 5,`�, $idder will ccsr�plef� ih� �4+arfc kn a��c�rdanee wEi� th� Canlracl DQ�um��is f�ir lhe Fallowing f�id anio�ir�k. �n the space prr�uide�E �el�w� ptease enker th� totaf �id �m❑unt for ihis pr6}�ct_ c�nly ihis fgure will be read publicly k� th� City at ihe bid op�ning. 6_2_ Ik is uride�staod �nd agre�d by th� Bid€l�r in sic�ning this p��posal that the tntal eid amoui�# �n[er�d below is subjecE ta verific�ti�n an��r mvdification by multi�Eying the unit bid pri�s fcsr �ac#� p�y item by the respecliwe estimaled q�iantitigs shown in thia prapasa� and lhen totalin� ali af t+�e �xtend�d amatints. 6. Takal 8id Arnn�nt 6.3, i� Yata1 �id 7, �id 5uhrititt�l Tt�s Bid is submii�ed an �� by ihe erst�ty nam�d b�law. I�e� eclfu�;y submilfed, �- 5ignatur�} �� Titla;�� Comparly: �i[iti�� 5�`•L��10�. �� A�dress: T .`-�- ��. �.'��,� ��.�...�... � `�� "l�� k�te af lr�car�or�t�on� � Ernall: ��4��r�.� � 4,s..��. �� Phbrte: ��_ �� }�� Rec�ipt is acicn�+rrl�dg�d of lhe Ini#ial F41��VJIRg A�defld�: f1C�{�2f1C�lifil �O. 1: Addendum Na. 2: Add�;►dum I�a, 3: Add�ndum I�a 4: �orporate Seal: EEVD QF 5�C71�N �ITY U� F4RT W{}RTH STANDAR� ��FlSTRUC170N $P�CIFICkTIOhi �BCUMEfdTS Revi aed �f3[1T�021 00 4f 40 B�d Praposal+Alork�cok �i UN�T Pi�I�E E�1D SEGTiDA1404� 43 ��z��a�� F�r�r�n Fr�:�ject Jtcin fniamtalfai� f3icliisi Ilcm Spccil'�:�iinr� E�u�scri��lion h`o 4ee E itr�� N a_ U�I'I� i: c'�1'j`� l.l�� in�� 2ao s�t��rtr r�:r.�r � 3-in�li i4s h�+l� 9��ii'L'171i1i�, ��' L' I} 3� I� I�! 2 ;�-inifti A� li�ll �3�.wt, [' e E3 32 12 I(� � 9-inch Cn�7crcle Pav�rticnL ;� 13 13 d I 1-�nch C;oncrctc 1'avcmcu� 3? !; 13 S Min. �-in�h C:ancrc#c Bas� 03 3d l[� G Min. S�ir�ch f��.infarc:cci �oni�xt{ F3ase i}:3 ��4 kG i Ba�ick I'a4•�:men[ Cte �air 32 k�l t6 l�ivf� i!� CaI�I:S C�ldk::1 l�l=[t I'�ir1N 2{1€� F3��"1- i,E;55TE�AN I_[3�U SC��_L�4��: ��L�1��1� S 3-�rch �l: h<<Il P�av�:mcist. "f' , C3 3� 12 16 9 3-in�:h A� hall fiasc, T� eR 32 1� IG 1� 9-incitiC't�ncrelc}�avemerit 32 I� 13 I I I!-inch �:�,iic��c.�c Pave�t�cn� 32 13 13 12 Mis►. 8-ineli �'oncretc F��sc �� 3� 1(r E3 Min. 5-in�h [��infarc4tl C.��nc:r�G� f3�,se 03 3�i lG f�k 13rick E'a�einLlil fie �i: �2 t4 lC� ifNE`f IlI: [:U"!'S{�EiF's�11'k;k� 1'I�.�1N I,OfI[1 5L�1JA1�[i f�1;7� 15 ��inch ��pl�all i'a,ei��cni,']' c f� 32 12 [b i€� �.�n�f� n� ��t�u r��:,'rti� � t� �� iz s� 17 9-i��cE� Cu�tcr�� Paverf3e�it 3? 13 13 ] $ ! ]-in�:i7 ['o��cs�:t� l'.e4�e,menl �2 !3 13 I�} �+fi��.R-i�sch{:or�c3•clt:l3�� {13:3416 �� M1�7, 5•liCEl I�4lilit5]'i%4iI �lYj1(%l�i;ll: �kISC.` {�.� �'� � �1 2l Brick Paa��t�ient ILe air :}2 l�4 I C iJltl[-i� IL':l11,I.C:4`I'S - I�SE'I�r'41.�' i�'['f'I [�f!'l� 1lA�;E� l�f�'stir'IRI}[�l•:�ti [)l� S]I[: �� i-sRtc.h ='1ap:3�lt I't«�ciucni, �ypc I) {Qvcrlay I'illli)1lrlfl�, t- �i 12 lti inch Stirl��c �4�11it1 23 3-i�icl7 A� �13�1� Pav��neoi, r3� e U �� 12 IC 2d r{-111CI1 I�5 ]�Ii !'av�;m��31� "I'�' e U 32 12 lfi 25 3-inch As l�ill L�asc� I'y � l3 32 l2 lG 26 �J-incii As h<al l F.3,is�., 'I';� � 13 32 �� ! 6 27 5-inc}s �s hall Fit�se, T e f� 3� 12 lfi 2$ fi-inc}� As kial��3fl::e, `1'v e p 32 t2 �f� �S? f�emoval � i]ispasal of �4.spliait ovee �xisting 13ase s� U� 41 t 5 Prc .lre for Rs kia's'I` � G f) 3� � �ns:h f'4w �hal[ �ue1�s::e h9illiii � . f�� :I! I� l;ItifC L': hl}C3]'i i[7\r11.- I`['f:tv1;� l�f=Ql]ll�f:[]{7Tf Iks1� "[��it1�; P�11r`]i�IC� 31 �7-iaitiht('un�ix:Ic: C'uri� �� (�ut�tr 32 ]� 13 3� �-117�:E1 C{7rl[:��C�: �lJ]'i] c'� C'rLLlCCC r'LC��iti� [0 {',Ol7GJ'El� 32 ] 6 13 ��Y�S]1Gf71 33 GJEn41� lieinloru�:d Co�x�rCte f)riti'cwa 32 13 2U 3�} d•iri417 I{4in[[fe;�rxl C[sitr�'�te �itl�ta'�1�; 32 ] 3 2fl 3S d•inch i��irlFrr.c�d CaE�crc�c Ai].� WJteelchai�� [�ain �� 43 �9 3� �r� s«�� 3� �� 37 [3lock �ad I'I��c��n�nl 32 42 13 3$ M'�c71lIlS?�G A(�14k5ifill%h�. ME[li7Y �3 Q5 14 �id��r's �ppli��i�� 1�i00C.�s f'ro�103�1 linilnf' I��d h�lcasurc QwanLiLy 5Y 5Y �Y 5# �y 5Y SY 4,04�1 l ,2t}�:l �no 30�� 3.24{! 80� ISQ Uno: I'ric6 I f}3� V:�lu� $38.04 $152,{��4.00 �9.U0 �1�,800.00 ��.a� ��,oao.ao �90.00 �27,D�D.Qfl �54,a❑ �1i2,�o.ofl $�45.�� 3�,ObD.O� $4C}.0� $B,Q40.�4 SY �3,ODU �38.Q� $1��.DOb_0 SY 1,�0d �g oo �1�,60�.Q SY �00 �99.OG $69.300,0 5Y 3[10 �9�.40 ��7.Ofl�,4 4Y 3,2.(�0 �8�,4� �2�9,2{]0.4 SY 8(]� �4�.C)4 $35,�00.(7 ��r isa ��:oo ��,��o,a �v �.o� a��.a� 5711.Oa0_a� �v ��oo ��.oa ��.�ao.00 SY 700 �9� oD ��7.2��.OQ 5Y 3Q4 ��G,00 �27.DO�,�o 4Y �.�k00 $7�.�0 �172,800.0� �Y G0�1 $�5.00 $�f,a�O.OG �� Sr{� ��J,�� i7�7�Q.Q{3. �Y �Y s� SY �� SY �Y t:1' 5Y � .}: ]_. �' �� 5�� I :,'1 C'�' �� A h,0{lCl �,�r�n 1,004 GQO �GO �os� 2�f1� i.�aa �.040 $36: $27_ �aa. �9 ��e. �18. �18. 52i6.�4�:00 ��a,vaa �o �4�,400_fl0 �5,�00.�0 $��.d0 ��,�oa,oa $3,fii]d,09 4{YO �� 100 15Q 5 54 �� I �z5.04 �2�,°�[l0: $45.QQ ��70,Od�. $40.00 $1E,006_ ��. �� $'I 4_b0 $1 D.Ub $3,5�Q.Q0 $Ba.4� �� a.�o $1,�0�.00 ��.�� $1,4b0.00 �1,�06,00 $1 i,��a:0a �3,4Q0.0� si,ana_�o �1,��Q_�� 39 4U dl d2 •� 3 � I i� �C .�(i a� d8 �19 5�1 51 �L $;; sa SS 5b 57 58 59 GO E� 1 b2 fi3 Mi4c. Sir��cture Actit�st�t�ciit, Vglve Vaul� Ad't�slmcnl 33 US ld linE�cse«� I�.rTil,r.dn;cn�f [i��ckf�ll, Cr��shcc! lincC� 33 �ti 1{� 2-iiicly .hs 7haE�. 'I'�� c i] Pttrki�i � L��t [ic r�ir 32 ] 2 1 fi (r-inch 1.iizic �l�rca�mc�it 32 ] 1 29 �-inck� As k�ali, Tv e f� Drivewav Re �ir }2 ]� I f� �1-in�6� E'Icxi hte f3:�se, "f�}�pe A, C;racic 1. C�n�sh�d �� l 1 23 Lin�estone b iricli I�E�xibls k3ase,'�}�pc A. G«tcie I, [:rusficc9 32 �� 2s Is�m��Et�ne C;I.�s� r'� {'niic�•�tc {300(1N) (13 �[1 Q{} Itc .R1[' �[61'tZ1 DE'tllll �lR1CIlIPCS 33 49 T{� C:oi;er�lw fu�t�nholc C:o! lar 33 05 i? ]ainl Sealkn � Silic�c�nc 32 13 73 licluiaEc I�lratcr hr��:Ier,ind llrax 33 12 IU Wn�er Iv��icr 11�i�ii�ui�c��t 33 12 10 S��Y-Ce�i Cnnci�eie �'avc�nen[ [12 �11 15 G-inch Conci�tc 1'��vc�nen�, Fli};h Early S[rengEh �'oncreie �? 13 13 {Fl�',S) [J[i3ilv f1[Ijust�tic[tii 33 OS 12 �-ir10El C'f}[7C:'ClC �� Ci�iter, �esid�n[ial �2 1h l3 Ra�sed"�r�liick7arkees,1111'I�� c5 321723 Pavcn�en� Maekin �. �19i f� as 32 i7 �3 Cor�crcic• l�i . stl . 31 37 00 A'i�•�i;im �lur�c: Ri Y-d , D 31 37 0� i.� � sto�ti� �s a�� , n=� � � � � oa ��fl�i'�[� IZ�SiII[lli3 VJa11 32 �2 l3 5i��eel tJse f ern�il 34 71 13 `I'j��1i�: �'vntrr�l i'1sn. i7�si��i a�tid I�asl$I�. as [iefluit�ud 34 7 f 13 [:A CY sr s� SY SY 5Y CY C: Y �� 1,1= f:A i��:A L[� 4Y L5 SY �� i.� SY �Y s� CY �� I�.A I�::� Il �N SL.�: l'IOIV l 50 sp so SC] 75 75 IQ � ] 20{3 l 'l �� i5U 1 74 2[� I{�} 30 GU �o 2i1 IO �5 �5�a.ao �2�.00 �s�.ao; $20,00� $77„0[} $25.00 ��Q,� �20�.Q❑ ��oo.�o �754.�� $� .0� $150.�C1 �1 �6.0{l ��_�� a�_oa �1,2sa.00 �s,��o,�a �1,000.00 $3,sQo.a� ��,a�s,00 ��. ��Q.�� 2,aao.ao �1 �aQQ,�O sF 5€� o a ��100. Qd $fi�U.40 $117,�0 �'�7,550.�0 $5dQ.6� $50C�:OQ ��oa.0o ��,��a.�a 512_OQ �2AO,OQ �3{I.OQ �3.�04.�0 �5�,�1� �1,6�b.�0 $�4,Od �3,24�.Q0 $5d.f16 W3,2�fl.�4 5300.40 �6,Ofl0.�� S1f�4.00 �1,Q4�.�C $��.0� �7�a0.�� Tul�illlfil $�,191,425.0� I� tb aa � a 916 8� :'p r�o� i �r � SECTI[]N QU 43 73 �IL} BDhiQ itii�iuvti r'a�.Ln'r� IFit3t YhiG.'7L�Y L�: �i�at►°re. 1'Vesihi�l �:cin�f�'4�ctioa�s, �nc. , knawri as "�ktldcr" h�rein nr�€i ��prlcel Xnsut'<iuce �unsg.tn� .lG9fpUF�Ei_' S11fC�� duly �uihffrize� ta da [�uskoiess i�i ll�c 5l�ae ai`fex:�s. �Ssiati�rr� �s "Sureiy' 11ere�n, a�a h�ld a� ff�nly buultid unfo i15�: �i�y cs(Fo�l W�iili, u i2tur1iC7p��l c:�rpor��inn r:rctilecE purs��nl la I�1� fa�rrs af 7�xas, k�14W[} ps "GjCy� IfCr'Cliti, ill IhG pC+lt�� illl7l ^f fIV� ;]afCalEi ��°�r� �f Bjtl{��'f�5 1?1?Y.11illl?!} lyh� r�iSp, II] lau�f��!?1^!!�R Qf Ihss �Ipiilr�rj G1g�ng. M hrs naG1 �n Fnr hNnHh, Totfani Coiutily. Texas for the �ayinenl ol�rrhlch skrm v�ef! ar�t] Indy io bc madc, we bind oiirselvc�, a�ir f�eirs, ex�culors, a;1E�i�i5kfEltars, SkIC[A�S�fS 2f�d 85St{�RS, ]OIIIIIj+ �jid SB4�i�I1jf, firrs�ly bythese prosenls. WHERE�15; Ihc �nnCipAl ha� su�nu��ed a bi4 vr prgposAl ia perfpml 1Nark ior She leli�r�i�sg prpjCCl de�ignak�d ns UTlLITY CUT RERfi3R G��1iRA�T �07+1 NOW, THE�E�OR�, Ihe ��indi�ion oF Ihis ohlir��lir� Is sucki iNai kE k1�e C�ly slidll awaEd th�e C�n�ra�t foe ltie #o�e€�nln�} pr�yecE l� lha Principal, and t?�e Prineipal sl�all satis�y ai1 rec�uiremenls ai�cl �ur�dktioiFs feqi�ired �ur Rhe a�eCulinri of kiie GQnlrtiCa and shflli enEer inlo t1�e Gr�nl�a�l in ��rlliri�j vrFih t�e City In :�c�uCilao�e wllli Ihe t�rnts af stEclti ��i}e, th�n tliis atyliyat�on sh�il �e �nd became �ull �nrs v�id. If, hi�swe+rer, !he Pri�ticlpal fails lo exec�iie sucf� Canlract f� acco�€laitice v�iili �he lcrrns of same dr f;�ils lo ��lf4s�y all �ec��irerne�ts ai7d candil�ans req��iceci fo; tl�e �xect�tkon of lhe Canlrac�, �liis iaond si�a�i taecari�e �f�e �raperly or ihe City, wilho�il recaur�r; qf i�ie Prin�ii5al an�l►�r ��ireiy, nol ta axeeed the {�enaHy hecevf, :tnd 5hal� be used [o c9i�rpe�tsai¢ Gily for Ih� [�if�c:teElce I�otwPeiti Prtncipal'fi 1�1�1 laid asnauni $nd Ihe 3tiexi salecled bi�icler's �n1a1 bid amaiG�rl. PROVli3Efl FURTF3�R, Ihat If � �1y {e[�al �cpi�r� be �1ed an �his �onr�, Vamie sl�all 11e in Tarrarri C�uniy, Texas ar !he Ualitid Slales Ris�rlck Co€��1 tor Ih� hior�het�t �Islri�l o� 7exas. Farl til4�rl�i Clivi�l4n. �N WlTNE55 U�HER�OF, irie Princ�pai and Ih� Surely have SfGNE[] aitid SEJ4tEd ifjls ii�stnimenl by dll��f �UlhOri�Qd F7�PiUS 8fkd OIGi;�FS �i{1 111i� 1�1n �t�l day nl �� C`Ci1 , 2��4 P F� tl��Gl?AL; �4'St�ilj� �Q�`�fl'LLC�I[.1i�y �RC. Sig�a :c AY`f�37: Augela ��}'�i�lr�s,,l'rrsis�e�ft 4Yil�1es5 as lo Pn�io�a� Nait�e and 7i�le --- — ��TY pF pORi J'K}RTH �TANBAFE 6 COF�S iR UCi ION Sp�Cl�lCkT�H 6O61JMEi1 iS W ni 4G B�3 PrpM6a! mYa�k4vek R a �csatl 9�4: �'- 7 00 r3 13 Blp Q[1i:❑ Paga : o! 2 �.,r�fr.F �-� y1ldn�ss as �u �ly ,L�'Ta�ni��Ci. i Atiach f'aw�G �� Atiorr�ey (�t:rcly) f�� Atiofncy-in-��C4 Py#iC{f�55: ��.�f. �#I�\ �VF�Y Clefa�l�'n T su�Er�r: MarkclIn�urr��c� - �, ��' �--� n 1'� �,r� - � �� ,�t«« . �� Tei•esa Godse Attni�nc -In-r�ct N�m� and Tl��e —` �. Address: �15�U Ari��rcturs� i31��d, � ��t�� usii� 'x� 7$759 Teleiahane N€ir��her: Sb6-73�-{1099 'l�r�le' It slc�ned by ai7 o�ficer of thc 5urely Gn�npany, lt�ece i�i�ist I�e an fiie a��tiii�ed exlracl frnin lttie qy l��vs shou�infl II�� tl7is pet5;�n liss auil�ari�p to slqn suckl4'�ii��t�irl, IF Si�relY's pi,ysical ac�dress Fs c�iffere.�! iram ils rrtAiikng a�rJress, I}4:I1 f114451 F}C (7ftlVidBd_ TISC C�BI� OI I�1� C74CIi1 SI1�II f10I �78 �1f1OC IO �I�� dS1B tIl9 G�]i11f8�i 45 tii'1�i"d@d- i:�n or src'rio� CITY 8F F4R� Lv�7RTH �SAkIflRFi 6�o�a�TiiUGTIGII Sf�ECIFICA7 Kr:l ooC V hsErr �5 � a 1 9G �hl �Ra•al Warka,ap Rov�:pa8�i6f20.''1 P��n 8i� Band Illlarkel Insurance Campany LIh+41TED Pc�WE� OF A1 T�RN�Y KnowAll NEenhyThes£ PresQnts,That MARIiELlNSUkANCE CO�P1��tF (the "Gompany"j, a corporatinn d�[ynrganizcd and cxisting undr�thelawao� iheSiatc o# lllir�ois, aaid ha'.�ing its �rinci�aFa��InJstratiVe cFfE�c in Gleo �lli�n, Vi��int.i, days hy �laese presenis �n�ke, ttans[llule �nd appoEn[ T�f�S� �fl�� its true and lawtul Ar[nrney]n•t�ci, wi�ltif�ll pasvcrand authority h�rghyeqn#erred �n Its name, pla�e and 9t��d, lo execv[e, ac�Cnotvled�� and d�l�vet any and :,II 6ands, resagnla� nces, undereakings a! uEher inatrumenLs nr cantracts af su re�ysli ip to Inefude uvai42rs Go ihe c�nditiuns of contra�ts arsd tvpse n[s af surety fpr, prould�ng thr �arrd p�nalty daes nat cxce�l Printip�l: IN�SthIII COf13��UGtI�ll, Inc. o�i�se�: Ciiy af Fart Wortf7 �moun�f:� 1,{]�D.004.00 ar�d ta hi�d kly� Catrs��riM Eh�rCbp3� f��Ey�nd xa [Eee �arriC �+cfgnS �s �: su�h h�nd tivere signEd by She Presidenl, sealed wllh tl}ec�Rporatc seal uf lheCoai�ii�ya�d duEy attested by �ts Sc€retarY, hcrchy ratifying and sonfirm�n� aq lhat lhe sa�d �Lt.orney-Yn-Fact may� do In ti�e premises. S�Fd apQa4nlmeat is rraade under and by authar�ty of tnt Pollow�ng res4lu[Fan a( the Baard oi RlrecSors of f,Aarkcl lnwran« [ampany: R�SqLV€D, ThAt the Pr��ldenS, �� Se�lar Vlie Presi�ent, ++i[e Preside�l, hss�ilant Yice Presidenl, Sesreiary, Assisl�nt 5ecrci�ry, Tr��sumr or Assistzni Treasure: shali �e and �s F�er�hy 4es[ed with iu�l p�wer and authori[y lo appvinl aoy Qne or more suitahle persons a; Attarney�sj-In- f�Ct C# r�pr�5enl dnd �Cl f4r on hkhsl# �� She Ccn�P�n'1, 5�6j�L� Rh III@ f4II9Y�l�� PIG4�sicnt: Alloi�t�y-irt-F�[t may h@ givBn full p6we� a�d 2�i[hurily For and irt th� name a! ��:4 �a behdlf of �he Comp�ny, to exesUxe, asknawl�dge 3nd de3•wer, 8r1� i�1d 31� hc�sds, Y?CO�,��taflCCi� {Ufl[idCiS, agraeme�its ar �tidgmnily anck olN�r �ondilianal ar a�ifi�aCpry un��rtaki�gs �nd anx and �kl �jotices arid dacumenis tanrPiing or termfnatingthe [nmpar�}Is liatiil Ity th ereu nd�t, and any sue}� InstPumentS �b 2}s2Ce�x�d byany s uEF� i��t4�ney In-€a�l sha11 be h�nding upan [he Cam�any 34 if slgned by the Preslden� and seafed and efieeted 6y thr Secretary. FURT►iER iiE59lvEp, t��t the ii$nawre bf any �uihar�z�d uFf�rerartd seal af t�e Conn�� herelvfore or heretfker aiF+xed toany power o[allamey or�oycert+fiCate rel��in� lf�gr2to by�fa�fimiie, �nd any p4w€eoFaklornevorcer;ifica�e 6¢�rkng larsimife signaWreflr facsimiles�al sha11 �eyafid and hlndin$ uponehetamnan� vtit� respe�t toanyband ar und�rcaking to whi€h It Is attathed. In Wkiness WhercoF, h9AA IC€ L INSl1RAfuCf COM!'dNY Mas caused these prese�r�s fo 6c si�n�d by its Vite Pr��slden�, aod its carporate s�a� trr he hcrets affi�ed lhis 13" dayof Janvary , t423, f� ti�;��}�Rhk�tjr' MANR INS MCE C Rf� Y S q♦� � r f � �`�ohs'� "'Ira {ti: . SiaSe gf T�xas ��; "s, �r-: �: �Y: , C6LA[yr6fYfJ4iS; ��,�: ��L �� deylennin�s Vr�Pr�sldant ��'•�S�{a�: '' �` r r{'f�ff{{*y4111\4y Onthis I3'�' ddyOF lanuary ,�Q23 b�for� me pfirsar�allycam� iindey]�noings, io nc knewr,,who heing hymCdulyyworn, did dEpasc and say Ihat hr resWet In TraulsCa�nty, Te�sas, wher� I�c is Vlce Presi�lei�t aF MAfiK�L INSR1p1�NCE C�1Mf'hNY, thg cornpany des�ribed in andwhich �zecutcd the abcve instrum�nt; �hathe xr�as�sthe s�a[a! saidCom�+any; tha�tMe seal aif�Yrd tasaid instrurnen[issurh taepnratesral; that 1[ was saaffixed hy�srderotthe 8nard af �ireuars oi said Campany; and thai hc signed his name thereta 6y like osder, ��C� �, �� eY� ` �� Y��F•. r�' � NaEary Puh�ic S�3t� �f Tex�� 1ul�e , c[lary, Ncrtary Puhlfc ��'��:"� C�mmiss�or��123�75��-5 �yc mfssYanexpkrrs3/29f2�2b �i�o, t.: .. .� �ommiS314� Ey�]j,�S M�Gh 29, �62� I, Andrew Marq��, qi�ls;ant Secret�tyof ry�pRk4EE IhlSLJ�RNCE CUMPA'kY, ec� heiPtrycerti{y Ihal ih��b[�V? and F4+egUing is trueand �orrec� topvef ��'�+w�ref A4tarney, e�seeufed by sald Gvrnpany, Khich is s�ill 1n I.u11 f�rc� 3nd eHect; and, fuRh�im�r�, Ih� r�gol�Eipns ol kh� 9t�.ird a� Pi+�cfvr5, i�t �ut �n tlre Pawer af $�[arney are in full fn�te and effect. Given ��nder my hand and the seaf �Fsaid Com�anyat Austin, iexas �his 7th...dayoF �Sf�� 4� Rnd hFuquEs, �Lssk31 S�crela�y Any 9Aclrvmcnt IsiueA ]n ratcf s�f th o- pe�as€y slaied a�aVc k� kat+Uy wid and wqChaut any Yalldlty. �ar verlficalien nF xhe authaeltY e! lbis howeeyw rnay call �713j 81l�G8fl0 on amR busineu A�p ho4vioCe 8;36AM snd S:�U PM CSf. I�I�rl��l Insur�� r�p�n� THYS ��I�� I��p�R �(�N�A�� N#�4�7J�Ni C�VERAGE INF�RMATI�]N Sta�ut�ry C�mplain� NoticejFi�ing of Cl�ir�s To �btain information oe tra�Ce a cnmplain�: Yo� r`n�y call #h�e Surety'� t[�kC fi�ee tel�phone number f�r inforrrtation �r to m�ke a��rry�lair�t r�� fil� a�laim ak: �-8�6-73�-aQ99, Y�u ma� �I�a writ� t� t�e �u�-ety ak; �iark�! insu�ance �ornpany 950�6 Ar6oretu�n Blvd., Sui� �i00 Auski�, l7C 787�� Y�u may e�ntat� t�re ��xas Departrn�n� oF insurance t❑ v�tain info�rnation c�n compani�, covera�e+ !'ighks �r �orr�pla��ks at �-BUa-ZS�- 3439. Yru may v+�rite the Texas De�ar�m�nt 4� Ir�surance at: PQ �ox ��i91 �4 Austin, l�{ 7$71�4- ��o� ��x#: �1z-��a-i�a� 1+Ve�: htkr;[}ti•��vw.trJi.st�te.tx:u� Email: Cansumer�rat�ec�ton�a►tdi,texas.gov PR��9ILIN1 DR CLAINIS DFSPLJTES: Should yau ha�re a dispute �ane�rnfng your prernl�m ar �bout a�laim, yau 5hould �onkaet the 5ur��r �rst. I� the d€�put� i� not re�olv�d, y�u rr�ay co�ttacfi the 7exas ��partment of Insurance. M1C T7C Rrcier TDI Requlred Mol�c�s rev �]7_�a2� Page 7 of �4 �4 d3 37 VENDOR G4Mgi]WJCE TO STRTE U1W Page 1 oi 1 SECTIDN 0� 43 37 1iEN0OR C�i�IP�IANC� �� STA�� LAVI� N�N R�SIaEE�}T �lQ�ER Texas ��vemrrt�nt Cocl� C�apt�r 225� was adaP��d #or khe ativard of cantra�ts ta nanres9denk 6idders, This law p�c�vit��s tha#, in ard�r t�a be award�d � con�ract as lovtir bidder, nonr�sident bidders {�u#-of-stake �n#ra�tara whose c�rpor�#e off�e5 �r p�incipal place of busine5s �rQ o�ts�de the 5tale of Texas} �id pro�ecls �or cflnslruclivr�, i�nprav�m��sls, suppli�s or services i� Tex�s al an amauni lawer lhan the lawesi Texas re�ident badde� by the sar�e amaur�C thal � Texa� r�sident bidd�r u�+�uld be req�iirecE ko u�der#�id � npnre�ide�t �idder in arder t� obtair7 � campa�able cantract in the 5taie which #h� nar�r�sident`s peinc+:p�l place af ��Fsiness is Ivcated. The appropriaE+e blanks in Seciian A�nust be filled ou1 by all nor�resider�t bid�ers ir� order #or y�ur bld ta m�et s�eckFr�ation�. The failure �t nanres9�ent bidders to do sa will automatically disc}usiify ihat bidd�r. �e�id��# bidders rn�tst check khe b�x in S�c3i�n B. �. N�nf�sident bi�ders in th� State of , 4ue principal plac� af �usin�ss, �r� fequired ko be percer�t lower thart r�sident hidders by St�te Latv. A copy �f tfi�e Ska#u�e ]s atl��h�d. Nonresident bidders in ihe �tate af ,�ur pri�ci�al pia�e of �usiness, are not requEred to und�rbid resident �idd��s. � Th� principa� place of business of our company �r aut �arent eo�pany or ma�ority o�raner �s in th� �iak� c�f Texas.� BIDCI�R: 8y: (Sign�tur Title: �� aat�: � �� .� �n�� c�r s�crior� �I�' pF FORT WORThi STi�OAR{] �Ct�}Sii7l1�T[4hE SPECI�ICAT{QN �QCl1ME#17S Ravised Sf301Z�21 �9 44 �30 Bid Prap9sal 4Ncrkbvak 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 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 ldentification Number as issued by the Texas Comptroller of Public Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.bc.us/taYpermit/ and fill out the application to apply for your Texas tax ID. (2) The firm's e-mail address and faY number. (3) The firm's DLJNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on Federal Aid projects. The DLTNS 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. C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 13, 2021 UTILITY CUT REPAIR CONTRACT 2024 City project Na UCOl-2024 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 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 L� (2) To be satisfactory, the financial statements mustbe 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 with� 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. BidderPrequalificationApplication. ABidder 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. 46 3. IIigibility for Award of Contract 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. 50 c. The City will issue a letter as to the status of the prequalification approval. C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 City Project No. UCOl-2024 00 45 11 -3 BIDDERS PREQUALIFICATIONS Page 3 of 3 d. If a contractor has a valid prequalification letter, the contractor will be eligible to perform the prequalified work types until the expiration date stated in the letter. END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 City Project No. UCOl-2024 oo��ti� PR�QUALIFICATl�N SiA7CFd�hiT Pa� 1 vr 1 ��cT�c��v aa �� z P�EQUALIFICAi'I�tV STA7EiU1�N7` �ach Bidd�r for � CiEy pr�eurert��nt I� required ta eampl�t� the 9r�forrn�tior� below I�y i�entifying ihe preq�alified �ntrac�oes �nd{or s��cantra�tors whom ih�y inten� to utili�e for the majar work type(s} lis;ed, l�ajor 1Nark 7y�� Gontrac�or��u�caniractar �ompar�y �vam� Prequalific�fiot� Ex�ira#iar� l]�ts P�V I N G �.�J ��i�� 4v1��..�.U��-�v. � �,��. � � � 4 �,� The �ir�de�sG9n�d herebvi cerliFEes lhat kl7e contractars andlor su��antra�tars das�ribed in the t�l�fe abowe are �irr�ne�y prequalifed fa� ihe w�rk lyp�s lis#ed. �1F3[�ER: � i i y: 0 (Signature) Yltfe: D 1��*�� f�at�: ��1 ��,.}`�( ^_ CYTY C}F Fi)RY WOFdT�{ 87APlB14ItOC4h�STRUCiIONSP��IFkGATi�h� pOCU41EfJ3'$ �evi eed 4$l3412421 �H� �F ��GTt�N Ob di 04 8�d Pr4pasal V�Mrkbook �� fl 1 � Date of Balance Sheet SECTION 00 45 13 PREQUALIFICATION APPLICATION Name underwhich youwish to qualify Post Office Box City Mark only one: Individual Limited Partnership General Partnership Corporation Limited Liability Company State Zip Code Street Address (required) City State Zip Code � ) � ) Telephone Fa�c Email Texas TaYpayer ldentification No. ation No. DLJNS 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: *Financial Statements must be mailed. Mark the envelope: "Bidder Prequalification Application" 00 45 13 - 2 BIDDER PREQUALIFICATIONAPPLICATION Page 2 of 8 BUSINESS CLASSIFICATTON 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 annualgross 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 forwhich 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 Ciry Project No. UCOl-2024 00 45 13 3 BIDDER PREQUALIFICATIONAPPLICATION Page 3 of 8 M,�JOR WORK CATEGORIES, CONTTNUED 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 CityProjectNo. UCOl-2024 00 45 13 - 4 BIDDER PREQUALIFICATIONAPPLICATION Page 4 of 8 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 had: construction work has your organization (a) As a General Contractor: (b) As a Sub-Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS LOCATION NAME AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 CityProjectNo. UCOl-2024 00 45 13 - 5 BIDDER PREQUALIFICATIONAPPLICATION Page 5 of 8 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 fromwhom 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? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF IN WHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 CityProjectNo. UCOl-2024 00 45 13 - 6 BIDDER PREQUALIFICATIONAPPLICATION Page 6 of 8 CORPORATTON SLOCK 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) raccept for limited partners, the individuals listed in the blocks above are presumed to have fWl signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 CityProjectNo. UCOl-2024 00 45 13 - 7 BIDDER PREQUALIFICATIONAPPLICATION Page 7 of 8 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. BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 City Project No. UCOl-2024 00 45 13 - 8 BIDDER PREQUALIFICATIONAPPLICATION Page 8 of 8 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 13, 2021 City Project No. UCOl-2024 �+t52G • 4 L'i7N'i7{,i['7'i}Ik f.'UMPIJJIN['I; W[7"II W[71t[£1�R'S C(}ri�{f'�:IJ�SA't IG71J 1,�W ��E,g� r or i SI.{'['IC.Ih' �}� �1� �Cr �i l� �� z l3 i� ii #� �7 #� �9 24 ?.1 �2 23 i� �5 �� 28 24 34 3i 3z 33 3� 35 36 37 .38 39 C{}N'17�A�7`0!t C(�fv�€'I.lA�1C:fi l�,�i'I`I f 1�t7Ri�l'i�"5 C:[)Fv4E'�:�+iSA`['fOh1 I,A►iJ 3'urstiarit to'I`cxns i.T�1tlC C_'q�G SC�{1LkE1 �{�C.O�C1��,:�� i�u�i�dcci, C'ni�lr�►cia� cct�ifics i�3at il �}I'DVl{�CS Wa1'�CE:i''S G{llll�7�]1S1itIUf] IIISl14'2111CC C{iVCi'flgC �i��' iill {)� I�S C115�}IQ]/CCS L'!11]7�O�C€I U7l {;i�}, �'r4j�ot Na, L�Gbl�2�: CnntrH�lor%��kkcr cnrE9�vs ll�al, ptirsusnl it�'��c�s I.�i�etr Cc�cic, �clinn ��6.Q�G{6), as un��i��led, i� xaill prnvide la [.ity ils suk�conl��cto��'s cc��ti�c�tic� a�con�pli�r�ce witli iYQ1'j{fSY'$ �p[11F1L'Ils#iC[011 C4yC1'fl�;C, �`Ot�ITIiACT[lx�: �.�i� ' >��1� �`�-; u�.' �'� �� [3�+: � � � �� Cnmp�itiy ]case E'rint � �� -�`�� .�14.5 �,�� `.�1��c cte `� �� I lyi5 tfltel2�i }� `1'�Ir �TA`f'� []C' T�7�AS �:DI�NTY C31� `l'AIiRAN'!` s��,� - .. 'Citle;��c�� _ �Ple��se Print} l3�,��C�ftE AAE Ehe undcrsi�facC ��ith4riiy, on ihis d�y �7ersoi�ally appcareci L�G ��.�s .+�(�, y,i.. L�i-�1 , k1]bWli l[r iile #o bc ih�: persnn wl7osc r1d131C IS subsc i�ed ta tlte fai�cgoin� i�►slr��mc,�t, F�[ld HCI4f]�WICd�Ci{ tQ IlE4' Illiil. �1CI3�IC C:7iGG{lI�{� iI1C 5t3RiC 75 thc Nct and decd o�' �S�- �l. �3�_��v[ar�,�:,,.i �� F{�rihc jii�t�5[�sg3 ari€I consideralian ikti�re�n express��! �nd in �I�c ca��acity iliereiiz stated_ �1V�.N l.li�l[3f:R MY HA�![7 AI�I� �EA� U1= �?�'I�1��; shis � i'� d.�y nt' 1�.4� � 2� � # ��""'� Cynthia P�niagua � -��€ �` ��..�;. Alat r i'ublic in anci fvr tl� 5fat� of'��xss Notary Put�lic, S�afe af Tex�,s Y �� 4 No#�rylg�2�2�144 '� �, �*� h!y Cnmmissicn fxp. b3•26-2�26 F� ��T'I41V crrr aF �c�E��r wor��€i 57hiVpll R p C:ph#gl�l�C i'[ilN �]'I:GI� ICA'I�I (7N IH}C 41h1 e�l'I;� 1�cvi�ccl h�ly l � 1p I l ia�ri i,rE�v c[ar �{rNn�� car��ncr ��za Cily Proj�l Np. UC41 �ZD�d (1{} 4S 44 - 1 �3�i�incsc l�ytai€y Crxsl 1't�,C € 0�'� Sk'rG'�`ICJi�i �4 �5 40 �3nsin�ss E€�uity ��al �PP�sIC'.A7'l(}N f}I� F''�l�[{:Y [fth€; loi�l c1o11ar v<ilt�e �i�thc cailtr�►ct i� �] 0�,[}a[} oi• i�c��•c. l'11C[1 a E�t15E11C�� F..ilL11LY' �i��l �s ��E�licahlc_ A Business F:qtiity I'iriti r�fers to certifi�d lV'�iiic�rity-, :lp(I�i1T` Vl''ort�cn-, o�v�ecci liusin�:ti� �,�it�r�»-is�w (1�11�'VIiL+`s�. 9 P�I,ICY 4TATT�4�FNFI' f a lt i� t�7c E��}I3L:� CI��tIlG Cl��' C}� F4�1"f ��Off�7 fD Ci15fI['� illC �'l1�I 317� C€�1111�3�71C �l�ii�icip�tir�i� [rf f��inc�� fiqt�i[�� I! Pirms �uEtc.r7 ��)�1IiC�E}IC. lil t�]C �31'L7GLIi'$IT2CI7� C3f $II �(SC]�S c�31{� $�I'VI�ES. A�� "G[�Uil'�111L1'I�S �117i� ]"C�yEl��tiic�ns 12 SI�I[f.'� IIl ��1� �-lI}+�5 I3iiSl[1�55 �.i�llFf� QI"{{][1SIl[;C L�O.ZSI�]S-�O-�QLl, {rc��lacii�gC}�'di��ancehfp, 2�5�4-1 1- 13 2[}20 (codificd at: iz�}s�lici7ticlih�•ai�_�1171�C��.C11117IL`[7ijLtilft�v{3rtlrflt�i�sllf�4vc3r�11_LxfU-O-[}-??�.{li} �pp�y t� I4 tltii� �id, 15 IC �Li'�ll�Tf��4 �_��;�'�'V i'��(}J��,�.`1' (yE.lr�L I� Th� City's f3usiite�s �quity� gaal r�� t�7i4 ��ojcct i� �drl� ��C ill4 t[3E.�1 l�icl �r�l��e �i� l�te: cu�i[�at[ (��rs•e l�f�1 � 8 cr�pl�c�s to 1'cr►•k.s a��c� Curr��rar�►ity �c�•7�icca3,). �� 24 Ni�:TFiC)1}5'I'(1 [:Ci1�11'LY �h'I'FH TH� �:{}=�1: �1 Di� Ci(}� conir�;�[a ��€�s�t�c �� ri��si��:�� :q�iify L�oal is ��]plicd.. «ffcj�n��s aE�e r�c��ired ta corr��ly wil;� ll�e �tty'S 22 ��zis3E��:,ti f:�t�iE�r ("}��di�7ar�c�. l,V f11CL'Ifil�, i�l �°x��c9i�� il�� l��v� kt��te�i S�o�l c��` olileE'+��ise comply ��id7 tl�e �3 o��diiian��; lhrt�u�h �zle ni' lEle f'ollou�in�; ]llt1614�5: 1, C.ammet•ciall�� us�fid ��rvic.es Efe.t�fvri�fecf l�y s� 24 r3usisie�s I+'quitv ��rimc cni�trac#rrr, 2. 13ucsr��s5 Ia.qui�' cubtnt�tC��ti�kh �):ir'ti�i�F�ti[�n, 3. C�C�n�binEttio�f �� af Busiaiess Ey��it�� pi•imc s�rvices :�nd Busi�ess Lyuii�� su�co�ih��#i�i� partieip�finii, 4. lii��incsti �� Fquit� .Toint Veittuee,r�4Tentnt•-Pr�te�e E�artiti��tioy�, �. Gn�ti Faitlt F,1'�+�rt dc�cizmcniatiun, or- �i. 27 Prim� con�r:�cit�r V'4�'fiiver' c[ucx�rn�:�rt:�tion. ?g �9 ��iE��z��r�rt��, c�a{ ��N:c��,r�xr,;» >��c�;,�7r:.�r��ri�� aI? 1�j1�]�1��LE}�C dL]uLllt7ti7f.� ��i�tCCE �iC�i}ih�,) 17iEl�i E1� I'�4Llb'CC� �}�' �IIG' I�ill'i�iilS[I�a �)14'1S1C7I7. 3I Ei�I�IL ihe F��si��s� �:��it.�� doc��intnt��tian io !h� t�ssi�i�cd Ciiy al� €'ort WUC'LIl 3� f��p�i�t�7i�nt Dcsi�;ilec. DacE��nts are tn l�c 1'�C�,'l��f°iI r�o later th��n 2.:{�i� �,t�,, 33 bi�5in�5y {iak Xi�t[Y fhC i]id [lpCilirl�; i��tc, excluKi►�� t�f the hid o��enin�; date. 3� 35 36 37 'Tl�e {�ffer��- ��st subirtit �n� 03- �n�3ra Uf t�� follr�tiving clocu�n�nis: l_ UtiEi�atsotf ro�•�n a��d Letter[�} of �ntent, if tl7c goa[ is i7�ct ar �:�cc�c�icd; ��t� ll7e of`fertrr sl�till f'rojcci ivla�3a�ef• or c�n tl�e t�tii��cl �it}, 2. [Tac�rl i+aitiY C?ffn�•t I+nr�n �nc! Uii[ix�tinn I{nrnn, incltidii�c ,�E�porti»�, i3ocwr�enl��finn, if 3ti partici�alion is le3s fli��; slatcd �aal, �r n�� E3�siness Equit�� p�:riicipalion i� accain�ali�k�cd; 39 3, t'ri��c Cont�•acto�• ��iv�r �orn�, i3�414�ci�� sti��po�-�i«� d«�u1ne�3t��ti��f. ]� x�7G' �If�3t5�' �4'l�l �]E:l'fCiI'li7 40 ali stsl�c�-��itr�ctin�{s��.�plier c��pnrtunitit;s; c�r 41 f�, Joir�4 ��=�titurelil��eutar-Pr�teh� �+r�rm, if ��1 «�ne� ��• �;xc�ede�l wilh a J��ii�t Veniure: �s�� l��le€itar. 4� P�•ntc�;c paeticip�ilivil. 43 �� These far�ns c�n b� fa�anti �t: �� f3u�i»��5 I:[�ui�y [Jfili�alion F€�rtn and [�ekt�t' of'Iatcnt �6 I� �t}��:f1.t��t.1 ��rit�t�rClileti�lw_ LTi1l�IE�Cl7f�'C� IZi;�[]{[[ CL'ti��Ii� tiilili�S;L�I}!C�(}�,f�,?{1- �7 '�fs��)��I+��L�l',�%�UL]lISIj�C�SS�fG?VEC�iI�C�+�IOi�}O1'CilR.717CCIB115111L'S5%?O�;t�Ll'll1'4tu��;�1I1`f.��tl�ll`�oi{�l'Ol`i71. �$ �Lir �i9 CITY �f= ��i{1- V.'{3R'1'13 lJTILC! Y Ci�T RFi'r4�R 3TAhlJ}41�U C:C�h'STltl;[' 1 I{a� Sf'E:i"ll�l�'t1Tlf]�J !7C]l:_U�il;�d`I S � CU�: C[��i�: I Z4��I I�cvised fJctaber 27, ��k21 Cily f'rojec! 3�0. UC'U]-2�2� f�� ,as aa - a l3usiness f:c�t4ily i;ohE Paee � oP2 Letter oi' lt�tet�t ii��s:1l;,��s,larE«c,Ci.li[c.x;�s.�Tc}vlI'rc1tcll�esc�t�rce�lRcs��rces€'fG0 - �1�f3i:1N1:Vd [3tisin�ss li�i�it�� (]r�lit�zii��:�'Isei�ee_c�€' InEcni-?D? I .�cl_f� - - � �usi�ess Et�taity C'ivod f'ait9� Gt�art �orin b htt �s:}fa �s,fe�rl}��€}ril��cx�i�,�avlf'rc�j��#f�4�c3urGe.�f�icsc�urccsP!G�°�fl?�_ 7 °'o2()MV4_'k3I.;�Nf;1l{Ql�r?Ug�zsi�i�s�°ti��L.11[� 11�`°Ia�{JOI'�11]�711L'�I�i41�;111CS5��D�UI-,[luilv{>��.(]Ci�}c�ti°I�?llf�€iitll°l�?a�f' 8 f��]ii°a2�l�o��71.��di' � ---- - ---- I C� �3usiiiess L�quit} P��iiiie �'a�liractor ��'�iver Fo�'tt5 I ] ]tlt�s:{lapps..ft�r��vorth��xifs.+sc,a•,{I'rciju€�1R�;sc�urc��,'It�tinurcesN��i]�u�[}- ]v 'r'u�OMWF3GN�4V°a?OL3usityess°ln'?�F�luifi}f°1a?I1�}rifi�ti.jaic�{f3usinessnlo2QE�uitv°In�{�PI'1111C�ro�I��411iC;1CC(11' ]3 °ro�t]Vd<'�ivc��.�;Jfi l� -- ]5 ]6 17 18 15� 2p 21 �2 �i ��i �� 2G 27 2� 2� 3[� 31 �2 33 f3usine�s l:q�tity laint Ve�it�ire }-'or�� litt��s:lla�s.�`nrt�v�rthtex�tfi.�ay.'Pri��ct�cscwtu°�c�}f�esa��i_c��f fG0":�_U- °1o''O1Vt��V��a1Nl='.114�°�a?t_1f._it�.��ill�.ss°/o?t}�;��iiiy°•a20Urdinar�cGE3usiness°o?[��;c�«it�'0lfl?(]Jc�i»i°fo2�}V�r�14�i:t;,��tif' �'A[IaUI�� TU AC��IE�'f: TI3� GO�L �f� O'1`HI.Ci�VtSC�: C[��1Y1,3�' �i�1Tli TI-IC (IRID�fNAC� VI'[LL l�E:fiL�L�' I� 7IE1�: EiE[)lll?�fC}F'IaFRC)R i:FffV� DT'CL,�RLQ I�C}�+(-F�E�(�iVSIVI; A4U'i'fll�: E31]] iar•.��it:[;�rri�. � - I{A�LUIii; T(] �11i3YilT'3"I#1:_f�EQLllfirl) aU�II��S EQU1-'�' f7i}[.iJ1'�G,I�TAT1[?l�' tiR tlTl��I��VI�C ['OMPT_.�' ��l'[ H'i'tTE�'. [�it[�i�lA�l[�r V47I,L [�ESL[.T llti THE 13[[J l�Cl:��. [lE',f:L.41tE�:u �(ll�- E��SNi.]1+I�Il'I�,.THT f#lil [ZF.lECT�.D AIYI? ��AY �;1J13.11�.C:T Til[: liii)i}r�t�'�}FFC�tOR T4} �A[YC:TIS)1�5 ,�IS nr5CRI13F.D 1� �CC. 20-3i3 [�� THF. (l[�1�i!��ti[:�:, For {�i�estians, Plc�s� Coi�f:�et The �3��sir4�s� l?t��ity Uivisiun �f thc De��artrne�it c�f Di��ersi�• at�d i�eclii�i��i :it (�17) 392-2C,7�#, END C7F SLCTIO�i c��•� c}i- roir�� r��z�rE3 STN�URRlJ C'CINS'T7iUC�€�I{3� SE'I:C1F[C!t'E�[4\ L70C1.'h+]E�-I'S ]2e��Esed Os:cnbcr 2 ,. �D21 U7-1L1'CY C;UT HEP+11Ft C`U� C[L�C7 202�4 clly 1'�ajcct �4, i.;�b1-aU24 aa s�,« - � nb��,�� rR�� i ��r� S�CTID�+i 00 52 �#3 AG �iiEM CNT TI-II5 A(f]24�rM��f`�', s�4Hfni,ri-r_cd on `i- �t..' =1z.L , IS IC1FiC�C �.7� iil1Cl 17CIWCCII I�7C C:11�+ p�I�n��t i�i�c�rl��, a'I'cxtts �iar7�� r�Ele muz�icipalEty, acling by and ti�t�au�h i�s d��ly �nE[IZoriicc! Cit�+ 1�tana;er, {"Cily"}s and 4r,; k_:'->> �-i tLi: -i • .,. -,_i•' �_4 ' I�t,� i�;� , authorix�cl ta d❑ f��sincss i�1 '!`exAs, ac#ing l�y anti ili��ough ils duly t►�itl�orir_�c� rcps'esan[��iv�, ("C:ont��tor„} City �nc� Cartti'��:�o� m��_I[�intly t�e r�f��rec� lo afi 1't�rli��. C.iiy �nd Gvnt��aeta�•, 1�] CQ1731i�L'I'ilt#4T] 4� �I1� I1lL1I�l�1� CC1Y�17�11�5 I1Cf�IF7�7R�1'S�� f01'�il, agre� as follnt�s; Arii�le L WO1�I� Cnjyt��ctar sl��ll c�i�7plcte �Il �'�ot�k fls sE�ec�fie�! or indic�ted ii� tiyc Coi�trs�c� 17acnmenls f�r il�� i'rojcct idc�titiiicd hc�cin. A�•t�ctc 2. P��C},iGrC�' Tlic �roject for w��iiich t1�e Work �inde�• t17e Gant��act Uoct�ments nlay l�e the whaZe t�r only � pa��l is geiieo��lly descrih�d as foi3ows: UTILTY �UT 1tL}'�Ilt L'O1V�'R�i G"1' 2�?4 G'i�s� Pr°oiee� 1�io. �}�Ol-�4��1 �#i�l�c�c 3. C�l1v'�`Rr��:T �'itr�� C� fy .�grees i� �}ay Cai�#r�etor far perFa��n�nce af llic War�C €n accordanc� wifh li7c L:flnti^acl L7oct�tnents �n ainotirit, ii► ctirrer�t ftit7c�s, ai -�'_�'-�.-„- —�'� ��.�_� r �r�� r+ '�'' ,• y- L�ollars �� , yc,c ��. CO11tl'RCf �7!'tC� Illfly �}C At�Jll3i�� I]}r Cll�ll�,� O�'{��g {I[l�jr #1L4f�7Q1"17�� h� Rh� �81i1�S, Articic �#. CONTIL�G'f' TIiVi� 4.l �'inai Ac�;�}�tance. `�h� Wor1c sl3all l�e corr�p��ke Fc�r Final A��eptaEi�ti wi�}�i�7 3G5 ��ys ��f�er !he ciate when lhe ��nt�•�ct iime coin�neai��s to ruf7, $s provided i� Par�grapl� 2.0� of lk7e Cieneral �oi�ditions, �lus any �x#ensinn lhe�enfaliowed in accorda��ce �vilh 14elicic 12 €�fthc �icncra� {:a�ditions. #}.� Lit�ai�lale:il Dama�es �ontrac![�r eecvgnizes fi�al fi�r�e i.s oftf�e es.se+rc�� #t�r �o�ttplctior� ai�Nlii�slo�ies, ifan�, �i1d ia;�cl�ieve T�na! A�ce�tanc� c�f lk��: V�c,rk �nd City atid l��e p��b�i� wi�l s�tf#`�r fram l�ss of 1P5� if �I]� W�i�IC ]5 j1Qi �rOC37�jI�C�C{ i1+ll�1111 tliC t1117C�5� SpCC'i�144j I�l PilTB�l'R�SIl �.� above. Tl�e �anl��ctor also recogni�es ti�e deiays, exp�ns� a��d diffic�ilties ii�volved ii� pi°o-ving in a l��ai 3ij`��e�dEng, �I]L riCtlf�� IO�� SLY��;1�� 7� tll� C.IL� If thC �V91'IC lS n0� CUfIlplCt�CI OI7 �ilTl�, A�c:�rdingfy, inslead r�f �-er��iri�ti�; any s�tc�i proa�, �flnirds�la�• ag,rc�cs th�t as liquidatcd damages f�r cEelay ��it not as a pen�lly�, Coi3fraotor shal� pay City �lri�ee �Irr�rdr�eri — F�i�ee�r & 0011�0 I]nllars 3l.�.� far c�cki day t}iat expires �Flcr tl�e time sp��ified in Para��ap�� 4.! f'c�r Fi�ia1 ��cc�tatice unti] the Gicy i�s�ies the Final �etter of �cceptance. Ar�icle 5. C�1�TI�ACT D��U!YI��iTS 5,1 C�NT�NT'S: A.'1'h� ��ni�att [�nciirr��ni� whic�t comprise tk�e entii� �greement betwg�n �.ity �nd CaiiEracla� c�rnue3�nin�; tlie Work c�ttisist of ti�e fnllowing: C11'Y41' F{}R7�13+C19��f1I LrEILI]-Y CUf I[l:l'Allt SSRN a�kRo CDN ST€�Uc-rlp1� S�E�i�'[cATlb�1 o�cU h�E�175 CONTRn{'T 2629 Ravised Deccmber $, 20�] Ci�y FrPject iVa, UC�I-2424 f][1 5� �'l . '! l4�,EGCIliC111 �7Y�,C 2 i7�li I , 'l'llis A�;re��i�eFii. 2. Attt�chi�i:nts �Ex t�3is A�i�e€:z�7eiit: �_ lii�i I�o�•�� b. c_ d, c, �'. �• f�, i. I j Prc.}po�.il f��rrtn 2} Vc�7dar Co�npii�iilcc io Sfatc Lsaw 1Von-R�sid�iit E3iddei' 3} P�-�c�ii�lificr�licm St.rl�niertl 4) Sfatc ��zcl l�cdei�a� doci��nen#s (�l��o,je�r s�i�c��fic'1 C:u�rezit �'re�<<�ili�7�; Wa�c ltate `1`��}le [i��urance �'e�iif icafiion �43-m (ACQRD c�r �[�uival�ni} ['a�y�'nc;n� 13ut3cl Pc3�Fnrm�ince F�E,�id Nlseiit[enai��: f3r�nd Pa�ver ofAticariit}� fc}r t�le �3uiici� W[arlc�r'S G€�i7iper�s�licair 1�ff'tr�:��•it I�9E31: aEidJo�� St�l.; illilir�ition l�orm �, �iGJ1C!'il� �4tldi'�i0i15, 4. Sii��plctn��tit�ry C'az�ditini�s. S. ��]{:C1fi�;�ittC}I7� ��]Gi:]fIG21]j� I71i3CI� �f ��,rt ofti�e Cnntrsct I)ac►arnenls �y� a#lilClil13�i1L(�f. I( i]{}I 3iiacl7cd, as incarporate�i �J' I`Cli��'CIl{�L' i11�CI C�CSCE'1�7�;�I I�l kI�{7 "1`ab�c af �ontenis [s�lh+� Pt'njee�'S �`��ir�ci 1��eume��is. 6. I�rar� in�s. �, �lddcnda. S. �Uti[Iflt£Ilts�21011 Sll�llll IttLi� �7�� C'aiiir�ct�r prior ic7 �IC�ii�e �F l�w�l�d. Tlle fallc��in�, wl�icl7 rnay I�� 3cEiv�rcd t�r is�ucd ��e�- iiie �fft�iivu Da14 ot C17� llgrcen�eni and, i1' i�st�cd, bect�me; af} i�7��rErn��atc�d �aart i�f i��c ��}cra�t Doctim��fi�; a, �c,tice to I'roccec�. b. Ficld (73�d��s. C. �'•�ii�ll��. �!'(��3:h. d. Lct��rt��'Fina1 Acc�epi�iicc�. �a�•�E�i� �. r?��rn�rn�l��c��o� 6.1 C.'uniractrxr cow�en.i�is �rid a�recs iu in[le�ni�ify, k�old harnilcss �nd dcf'�nd. �t its {�►��r� cx�fen4�, tlic cil��, it� c�fl�ect•s, �se�va��ts and �sr��plvyees, fr�at► �r�{� ag�►insi �t�y �e�cl a!I ctairns arisiirg ovt �F, rst• �lfc�;ed #� �rist c�at a�, t�e w'url: x�id sc1•vic�s tu bc� T2c�°f�irfttc[� Uy fh�: CUntr��', its rwFticir-�, .�g��its, ert�plcryc€s, subct3ntt°��ic��'s, licepse� ui- int�itees u��ci�r tiiis cont�-�cE. I Ill1 Yll[�i'il7liltliAll(}TI r]1•s��i�io� is speci�e:�llv int�:n�l€i� ti�_ul��'r�te ��tt! I�c c�'feeli't'e e4��'s� i1' it is all��e[I �r• �a�•uv�n_��x�t x11 err �n�ne uf t�e dainx�cs b�i�i r gau f�t ��ere chus�d i�a tvh�lc or in �rt b� a�i act orniss�uu u�� i� �f��=e.at�e [�f li�e ci '- `['I��c i�tiderrin3ty ��s•nr�isinu i5 intcuc�cd to iii��ucic, �fit�i�t�t �itriit��tioti, ill[t#!lilllit}' fi]I' LOStS, �xpen�es and Ic�af 1'ecs i�icur•r��f Ir}' ihc c�iy in d�f��i��; ��;aiosi stit[� claint��nd cau�e� af acti�n�. C1T�`t�T' f•�C]tiT WQ1tT�� r��rrr cu�r �r:��n,�� ST'Al�ll}AIiD C L11� 5' I lZ1�L"[ f D�! 51'LG1F IC=A"Cffll`! aC7� f] M CrlTS [.C5�1TkAi"f' 26?+4 iicw�sed IJa�,sulbsr �. 2Ud� i'il� F'roject Na. li€'i31-202d �� ~ �,� . � Agri:eu�cief `'ti«4 :i of r; G,� CotEtractnr co�=cii.i:its �}ncl �i�;ree� iu incle��nify ��rEd t�o�d tiar�tiless, �it its [a�v�s capcs��e, !!�� cily, it� e�t'ii��s. �erv�ie�tn ��tl eirtplayc��, frun� :�ne� :��ait�si a�7v :fi3{I .t�C lo��, damci�;� or d��li-�cli�n c�l' E�E�r�ltie�-ly U� �}iC ii�}�, �1F`I.Sl11� illli {Ift i)E' rRIII;�Tl,EI �f1 .��-i�e oul t�1', El�e ►vnrlc .tii�i sc�•vices tn ktc pc�-foruicd by� 1he c�o��1r:�4tc�r, its c�1'ticer�, .��e�iis, em�lu}�c�e5, �ulactfntra�fu�'y, �ic�n�tes�r invifccs uncler tEiis ecar�lr.ict. 'Tk�is is�cic��tir�ilic;�tinrr pr[rvisinn I� ti]CCi�EC:�l�v ii�fci�dctj iu c� craie and F�e c��ic�ti��c: e�et� if it is .�i1c ici� or t�o►�cr� Ihat all c�r cc�mc uf ilt� cl��tia �:� l�eiri f Sc��t ltl were cai�se�! i�n �►�holc �tr €�� ari I�v .t�ts� t�ci �x�nig5i[�i7 0�- �ae �li �erscc c�f lli� c�f �. A��liele 7.11'lISC�i.LAIY��;t��1S 7.] '�-�rn��. '1'cr�n� u�� in this Agj•ce�nenl v��hicli arc: dcii�ic€� in rl��ticic i�f ilic �ic:n4ral Ca�7�iili��s i�vill Ilti.�e [f�e irie�nin�;s in�ic��d i�7 t}�� C;en�ral C��7ciitir�it5. 7.� Assi�,r�me��i of C'ontr��ci. `I`i7is A��3��fat, including �ll c�f' t��e �antr�ct Q�cui�t�:itils i��ty �tc�l trc as�igtyed b}` the Gnntract�r u�it�aut ti7c acivai�c.ed exp�•c�s ��+rilt��i co�isc€�t �f tl�e City. 7.3 ��ic��ssc�rs a�id Assi�i�s. C:ity and Cor�iraeinr cach bi»ds itsel f, its p�rtj7�.�•s, SiICCCSSOFB� ass€�;i1s a�id IGg��I �-Lp�•e��ntativcs t� il7e s�th�i' party ll�rcto, in r�.��cei to �!I �ovenants, agr�c€ne��ls and n}�ligatio��s cojiiaincd i« il�c L.�nE�'ac# I]c�cw�ic��ts. 7.4 �er��er�3lsiiilvlN:sn-V�a�vcr nCC�aims. ��c�y �rrnvisiot� nr p��[ �f' ll�e Cc3i1�r��t I.):scu�ricnt� lield la be uneunsiil�i�io�lat, voici �r �uienfarGc��{� by a cc�uri �sf ��1T1�7C�CElt �lITISC.�1[:110�1 3ti�13 b� [Ie��7�e€I stri�k�:r�, and all I'�ftliifllitl�, r}I'[iV15�0[1S 5118�� COI1IIIlliE: LC1 I}E VcryIICI 317� L71l1Cj111L 11�017 C�t� tihC� C:otttr��etor. Th� faif�,�� of Crity o�• Co�tr�ctar ta insi�t u��n« tE�c }�ci•f�rinar�ce of �n�' ter�n ��r pra�i�ion c�F �his �1gre�;menl crr lc� �x�e�ise a��y ri,��t �;�•a�7i�.d Ilci�eii7 slyafl r�ot �oi�stitute a w�ive�• af Ciiy's �r Cnntrs�tnt�'� r��pc�tiue ri�lii f�i in�isl i�r�on ��pro��i°iatc performance ��' t� ��s��t �t�y SiIGIl ri�lit on ai►y t`uit�re o�cas��3n- 7.5 C��vcrni�� ,a�v and Vcnu�, 7,G ?_7 Tl�is ligrs:�ttle��l, in�.l�atlin�. a�l of the C.o�ztracl 1]a�:kMi��ent.s 'ss p��f�rtnah�c in the Stxt� of '1'e��k5. Vc�y�io �l�all tx� 'I"ai��n[ Cr��ii��, 'C�xa�, ar thc iln�tcd Si�ttcs 1:)i�lrici C:ot�rl far tli�: N�rtl�ern Di�trict �f�I`exas, I�'�rt W�r�lh �7�visi4�n. Aiathnrity �o Si�n, �a�itrs� tor shall r�ttat�l i:via4ri�e t�� a��th�rity lo Si� A�f��171�1�t i�' Sfglled �y sc7nleoll� �EI1C�' t1��z �lte dE��' ��i[�7O]"l;�� Igl7�t[]e}�' of�t�le C:D13tY�C�€}i', �1«i�-a��prn��E•irit�r�n nf ��unds. I�� tlyc cvcnl �ic� fl�nci� k�r in��if�ci�nl f��ds �ti; ai�p�'�pri�t�d by� �if� i�i a�y fiscal peri��d i�r �ny p�}�tfilertts d�e �tiercu��dtr, C:il.v wil I i�c�t�f}' VC{1�L[71' Of SiICIl l}CCLI1'f�IlCf.' �il]CI tlil5 A�]'�'C[7lk�lli sh��] lermi��te c�n tl�e l��t day Qf't��e iiscal �7�:��iE��l for w�E7icli ap��•npriatians wt�re r�ceived witlt��ut �.n�lly o�• �a�pc��se l� C'ity of anu kind v��hatsaever, exc�pl �s tc� tl7e p��'linns nf thc pay�n�n�� hereii� s�gi'�#:[� �Cj�l)f3 �Dt� which 1`uncis h�v� bee» a�prnJ�ri�icd. i'I�"Y fll� E�[�i3�C 1�'€i[t'Ck 3 UT"IL.I fY CIJ I 1��:1'AlR �I'ri1VI]hR17GC}N51'IiEJC`I'lC3i•I5�'1:C:E1=1C'11TlCJf� f]L��.lf�if:�"CS C47NTRI�C'I'2�Z� fi,cviscal C3u:cmber �. 202.3 C' ity l�rojcc[ �lu. CIC:[� l-2020. fl€152 a�3 - �I A�r�rinc�it !'�gc 4 �f G 7.$ 1'ri3ltil�itioi7 tl� Gantrat�ls 1�,'ith C�on�}xtini�s f3oy�cii#Eijg l��'ael. Cantracic��'. �k�til�ss a s�lc �ir,p�ric#c�,•, acf:nc�,��lccl�es il7nt i�i �►cw�irdance wtlh C1iapEe;t- 2271 nF ihL "Icxas GavCl't3Cl3�il1 �.i1(�l`., if C:oittr:��:tor lias 1� or ino�°G li�ll ti�fie��ts�rinyccs aEid ll�i: c�i�lrac[ v�lue. t� � IOO,UUU isr n�nrc, tlie C'ity Es ��rohibitcd f,•oI�, ��t�r«�;; inic� a c�itit�'�zc:t with a�s»»��i�y i�t' �,c�c][3s �tr ticrvi�� inlcss ti�e cni�irt��l ca�it�ins ��}��'ittei� �cri�'ica[ioi7 frc7m lE�c c��7�]��y t3�a� it: { ij duLs nc�t Uc�ycc}i� ]s��,3�1; ��Eid (?} �vill ��r�� L�oyco�c lsraE�.l �iuring tltic tcr�i� c�f� tlic conlraci. 'The tea`it�s "I�c�ycoit Isr�e�" and "carn�aai7}'" �Iki1II �3aVCi ��lC IllCrllll[1��..�,� dSGl1�3�CI IO (hcis�: t�i`3i1� lll �C,.GtIUI] �U�S,�1Q] l7I �Il�: �l CX�S �iCiVCi'l�l�2t;lll C��cI�.. �3]� 5i�ui�7� li�is ca��t��ac�, C:��tti�:�cr��' c�i'tltics lii�l C�t�nfrari[�r's si��atu�� li'u�i�ie� ti��ritten }�riric:r#ion t�� thG ['�ty tf��t if �'h�}�#�r �271, Tcx:�r (�c�vs;t�nrncnt Cndc a�kplic��, �'�F�t�°�c#t�r: {1} �ere� �t�t hayccait l�craeli .iT1iI {�� Yli� li[lt I1fljri:Qft I:+l'�LCL l�[11'1T1�; �IiL' fC[�us uf thc coritract. 7.�� i0�71�71 f I{?Il {]!l LSC]�GO��lil� �[34F�� C.o�tip�i�i�s. Con[ra�ior ackrtin�v�cd�es thal i�7 ac�ar�aElcc wiih C:��=iptcr ��7G o€� t11e Tux�s C;�vr;ril��ei�t C��iu, 41ie Cit} is p,ohik�ircc! fro�rti �;��t�r�t7� iiylc� a ctmlr3cr f'i�r gnoci� u�� sc��viccs t�3�t Ila� � v�liEe o��10{},I1[}{1 nr innrc, 3vllicli v�'E�I �7L' r}r�[CJ 14'Il�� 1• ��rEiy fi•oin �Lil�iiG f�iiicl�c}f11«: C:ity�, ��i[�� com��any (,�viik� 1�] t�r irt��rc: full-�i«�e cn�pl4yees� anle� llie cnr�leact cu��#�ins �� vriits�n v�.��i�iG�flc�E� CrvCn flic cc�ni��an� [litif il: (1) i�oe� not �xny��li �i�e2��y t;n�lip��iii�;s; �nti (?j ��ill naf bay�oit �;��er�}+ 4nm��ai�i�s �liring tlic tcrni o1'ihe �.[�nlr�ct, '1'hc tcrnts "1}c3}��;�tt ei�ergy �.«tt�pt�i�y'� and "e��pa�tiy„ 1i�v� tli� m[��i�xii��;��c�'i��ed to tjiosc icE•i�� b}� �_ Ii.�Es�cr "'27C3 nftl�� 'I��xas Gnvern�nei�t �=odc, `��E tlz� exfent th�l C��pCef° 2�"ffi of tlt� Gavc�•�ifl�cnc ��n�lc� is s��plsc�lilc ta �1ii� ��;�-ccmerit, i�� ss�nit�g #l7is A�;rrrn�eni, �:�risir�c#or• cei•iilifss t.li�t ('t�niractt�e`'� Si�n�Eure ��t'o��i[les wrilten �•C�'ificai�o�� 1f1 {IlC C;ity' th�t Cu�ir;ic#vr: (I) cEc�es nt># b�ayctr#t ener�y c��ilpar�i�c, and (�} }vill ncfi tSOY�e�tt c��e:•�;y co�t�panies tjurin� #he tcrn� �i'Hii� A.�r�tmc�jt_ 7, l4 1'rnl1�}�itioiz o�7 I�iscriminati[�n Agait�st 1=ircas'm sild Atiirr��iiziiian 1�1d�t�trie5. �'a�iira�:to�• nc�ncswvkcr3�cs lhat c��e�t a� otl7�:r��ise ��•nvid�d by C�hapl�r �2?4 �f tk�e I'ck�� {rC1VCCt3T7iCIlL C'odc, ilie C:il.�f is prc�lliky'tted f'ram c:n�et�m� i��i4 ��r�irti�t fnr �gads �r s�eti°i4eS tli��t ]ias � v��tluc oF � 1 CI�,OD� c�i- rnorc� ►�v�l�ictti ��rill be pxid �hc�11y c�� }��rlly froiit p��hlic #in��s ��#'tl�c C:ity, ��itil t� co��i��t�v �v�fitl� i4 c�r m��re full-time c�71�7inyccs) �n1�ss siic confr�c� l:O!l�tiijlS � 1�4`#'�LtCll VCI'1�1L'Atli]El jE'ti7l11 L�3L' (.'O1T1�73[1V LI7'dt ]t: �� CIL�{:� IZC1� IZ'AWt= ��7��€`1�'-fll'L'� �3011CV, guit�anr,e, or cjirecliue Il�zs[ cli�c��imitixtcs a�-��r�st t� fi�'�drm €�ntily nr �i°c�ri1� fra[I�� a�s�ci�tinn; �3��1 ��) ��ifl iic�t disci�imi�tiai�: �#u��ii�a Ihe tcr�n vfth� cnn#�-acl ��ai�isE a fir'��1'm c��tit}' o�� fi�Grtr[ri (Sti€�l: `r15�U4:11�1€JII, ��1� tC�`C31S `�dis�ri��inr�t.e," "�r�arm eistit�" aIl€1 S`Ili'E�ill'[Il tl'fl(�C' 3.�SC�CI�ti011'o i7a�+� i3�e �77ca�iiil� ascrtbec� 10 ll�nse ierrns by Cha��e�- '�?i{� of tltc 'lcx�s C�t�v€;ri�me�� Co�e. To the Gx#ent t}ial Cliaptcr ��7� o� �1ti� [�nverirfl�en� Code is aE�plie�f�le ta ti�is A��•ceruc�it, Iry si�ni�� iliis A�e•eerz►ent, Cantraclar ce�•tit�cs th�t �:a�ytrt�ctar's sign�tut'� pru��i�les w�'illf'n ��er�ficatic�n l� tl�� [:if� tiYat C�o��ir�ctat': (I} dncs x�nl h�vc s� praefic�, lsnl�cv, �uid;�n�c, ol� [lii'�Ctiti'� t�iil� [�iSC=I7IillFlki�[ti a��i�fst A Il1'��F'[31 c�tility r►y- !iE'e�a•�� te'�[Ic �5�vci�tiisu; ��id {2} ��•il� ii�t �irsc��u�it�a#e 3�ainsf n�irearm c;ra�iii'o�� f�re�st•i�7 trx�le assucialiul� duriflg €h� tet•n� of Ehis Abrctmei�t. c�v ne r•o€�T �vc�i�� f z� rn.rr� r_.u�r RF�},��a �1'AN 11.�1� f] �C)NS' i"€{ lJ [" l' IUPI .�'i I'L-:C I E'1 CA"f I L1,� IJO{. �11 i4T[:?+f T'� COhfTR�ICT' �0 Z�} Rewised i]ceeniher �, 2U2.3 t'i[y I}enjcct hu_ LJ[:€]1-2Q24 Odl 52 =�3 • i A�en�ei�f f'�e;s: 5 t1fG 7.1 ] Iit131i1�,1'3ti�][1 1�Iatint7�lil�� A�t, COI��I`3CIC7R' SI1��I L+CC'1�� thc ide�itil}+ �C7i� L'ill�7lfl�[1�CIll Cli�ll?III�.V (i�1Y4 �iTl�lli)jFi;CS W�iC} �34:t'EU1711 ►�+nrk and�t• 11�i5 f1�;rccme�il, I[iCllli�![1� CL�IT1�I�t111� I�YC Llll�}Ii7�ill�:lll E:��gii�ili[�r VG']"I�IL'illl{]R Fca�•iti� (�-{J}, U�n�7 rcqucst l�y� CiIV, L:a«tenctnr sh�lf �ravit�t� {.'ily ��i�h �n��icti ��i' �] l i-9 foriz�� znd su])�7[31-f1�� I1�;1�54�It�� tjc_rct�9tauti#a��iurt fa5�• �a��k� c��lny�.c u��lU �C:Tjt�l'9114 4V{?1'�t U1iC�CE' tlll� A�feei7ie�ll, ['.oitt�•�ctc�t• sllal! �dltcr� to afl f��:tiir�tl �nEl �#rEle l�`��vs ��s ��'c11 as �st�l}�1�11 a��ro�ri�t� ��r�ccdu��c� E�rlc� coniresl5 �o tE��t na� sc��vic,cs }�ill b� p4i faro7��cl l�y ��1}r [�'c;�7lrc�ct��r tEnF�3•:ayct �v17c� is not le�ally �li�ilalc io E�t�z'��3�n s�icll stiruicc�. Ct7l'�lTRACT{_}R ��jAI.C. 1N1)F:14a�21k'�' �X'�'V t�hU FI{.}i,�) C:�`l'Y ��A�t�4'��1C'.�S T�t[l!1!� AN�� l'1?N�'�L`i'I1+:5, l.l.��13ILI'171:5, �lR [,{)S�T� �?Ll�+. '�[] V�()l,A 1'r#}N,� illa Tlli� I'�121�.�:l��41't� �iY' C:i�1Vi,l�:A,�'Tt3lt; �:#71Y'T1tAC_`I'[�.Et°5 I?MI'LC�Y�;l+.�, �U�3C't)N'i'��A�"C'(�It�, �l��l�:I4T�;, �I� LIC�iM�T�E��. City, 41�7(1R �'rit[e�1 nr�ticc �n C�{lllil'3G1C11', �Iirlll Elti4'i: 1�1G I'f�Ill t{} Eillfil{;i�1�il4�jl i�k`I]1Ji1aCS; t�ll5 A�I`C�IilGl11. f{}1' VIl1�8iI�I1S C1f 1�11� �71Y]VI�IDfI �� 0�1�1'�C#.[31'- 7.12 �ln `rlur�i-E'ar�y I3eneficiaries. '["I�i� A�e�i�ei71 givcs i7n ��i�his ar ber�e�its tc7 �inyc�ne otl�er il�an thc C:iiy and �t�c Coiitr��ctai• �nd th�rc ar� ncr tliird-��arty he�tc�ic�arics, 7.13 Nv C:ause uf Au1io13 1��ai�tist 3:ttgi�i��e. C�c�i7tractoi�, i�s st�l�cont��t�cic�i�s anci cc�4ii��nc��t ancl ri��ic��ials st�p��l i�:rs un l�ie i'RUJ��:�'I' �r il�cir sur�li�s, �EZS'tli ❑i�itrtai« i�n direct a�tic��t a�'�ir��i lite E;�xgii�e��', it5 �t�f�ccj's, �:En��l�y�:cs, �a1Cl ��ib�ontract�rs; far��fiy' C�h1[T1 �I`I�111�()tlt0�, iii canncctic�ii �rith, 41f t'�lI�t1I1� �1't3111 ��ll: CIl�lI7CU[lli�; SL'CVICES �l�l'f{)CftYC�. ❑]Z�� 117C C'ii}' kuill b� the 1�e�7e�ci�ry �f a��}' i�iidcrfakin� f�� il7e 11E��,it7eer. The }�r��r�7c� n�` duti« nt'113e l:i�gi��ceE"s p�.�-stanne� �t a�.u»�t�'ttc�ti�t� st`t�, whct�icr as cmRsite re�7r�se��tatives ar niher�risc, do �tc�t make #he l:i��,i�iccr ar i#s p�.rso�i�i�:! in t��zy way rc.�ponsible f�r lliosc tl�itie� fhai bela�7� ia tl�e Cily ai7�llar tl�� :ity'� c�iysl��t�cii��l �ontEaeli3�'s nr nthcr cui�fius.. and dc� nc�i rcli�.vc ti3C cnE7�trucriar7 co�iiractorw t�r aity 4�L�3�1� u�:�ily af 11i�ir ol�li�,aiit�i��, [i�tii�:s, �nc� resJ�nn�ibiliti�s, inelu[�iiti�, Itirit not li�tlited tcx, all �c�nsirs��tic>E� in�ill�tls, m�ans, tec�titii��t��s, ��quc�iccs, aild procec�tirc.s nec�ss�trsv for ��•di�iatii�� a�ld �c�mpletin� EEIf �xc�e•ti�ns nf ilic conslz•uci�an ��ork in acc�ordance witi� tlle Cn��rHct l��cu�i�cni� dt7� till�' �]C:el�lil C3l tii�{��tj' �5l'�C's1t1t1011C ]'Gqllll'Cd L7j+ SIIL'I"I C[iiiSll'IICI-li}�l 4V131•k. "Z'1�c f?ngi�ie�� and its }}ei:�c�nr�cl liave iio auikiorEly tt� ex�rci�e a�iy cnntrol csver any cq�istruciion �:oittnc�tnr c�i• athcr �t�tit�f c�r iheir e�n��lo�ce5 in conncct��>>i v��ith li��:ir ��c��`Ic c�r t��i)f I7caltli a�• slfeEy �°►rccatiliQ��s. �ITY C�P f[)RT WiJR`ff I lfTlL1TY {:li'r RL:PA[k �7'IIEV l)AR ll C{]Tti 5' I' I� i1{ :l'I (7!J �Y k:C�1 f� [��Il`I f[JT�: [}CIL U h11 •: N 3 ti C Oi�i'I'T{A(`T �Q2d Ficvised i]c�cenihar �, 2�23 C'ilv 1'r,�jcci hfti_ iJC41-242d I I 00 52•13-6 /l_grcc,11•111 I' go6of6 IN WITNESS WHBREOF, City and Contrnclol' have each executed this Agreement to be effective as of the dale subsci'ibed by the ily's desi1;1nnlcd Assistant Cily Manager ( 'Effective Date"), Contractor: XS')�'::/-dD \\._� Add!'ess �\o-v..�'t-q � �\o\J� City/State/Zip \ \o)'-.o ici.� Date C IT V OF FORT WORT JI City of Port Worth By: �...,..J.C..__ Fernando Costa A sistant City Manager Date Allest Jun 27, 2024 �A � Jannette Goodall, City ecretm·y (Seal) M&C: ......:::...._---=e.....u.....1. Dale: .....;:.L.'-.J,:,L.J.J-��:i___ Contract Compliance Manngcr: Dy signing, I acknowledge that I am the 1>erson responsible for !he monitorlng and administration of this contract, inclildlns ensuring pl( performance and repo11ing l'eq ui rements. J. uis Underwood Engineer Project Coordinato r Approved as to Form and Legality: ·Qt'AJtt:.. Douglas Bl;,ck (Jun 2 7, 202415:29 CDT) Douglas W. Black Sr. Assistant City Attorney APPROVAL R COMMENDED: Chris l-h.wder, P.G. Director, Watc1· Depal'lment STANDARD CONSTRUCTION Sl'ECl l'ICATlON OOCUMliNTS Rev cd Dcc�mbcr &, 2023 U l.lW CUT REPAIR CONTRACT '2.0211 Chy PmJcct No. UCOl-2024 23 April 24 0051 13-? F[�.1�F�lZ1�El11dC:E: k#()NL7 1'ag� 2 ef2 � 3 � 5 G 7 8 9 l� ll 12 13 lA 15 l6 l7 i8 19 2a 2i LL 23 24 s5 L� �� 28 29 30 31 32 33 3d 35 3G 37 �$ �� 44 41 42 43 a� This ��nd is tr�ade a��d ex�cutcd i�� carz�pliance ��iti1 Ihe prc�vi�inns aF C17a�,tcr 2253 of ihe T�:h:�s Caovernni�nt �'c�c��, as �in�cndt�c�, and al] liat}iEilies on this k�ond Sllilll U� CE�C��[i11T1�{1 i�� ceor��nce with ihe p��o�isians af said stat��c. 1N WETi�IT:SS V4°��r�a�or, tE7a Principa[ ai�d tt�c Surety have �iC�;VED an�i SF�LsEU tl��s iitist��um�i�t b}° c��ly authnrift�cl a�,e3�ts ar�el c�ftEecrs an tliis llie�#� �iay o1'��.••� � 2Q�. ?�`Ci'�ST: . (Prinei�sal} �ecretary Wilncs.g as 10 Pri�icipa[ r - ' . �._r� - � l�r'iEr�dss as t�j y-�l'arrrmy 7'i�t� . �r, PR11vC'1FA[�: I+�esthi�l Cons��iictinn, Inc � \ .ti Ss�sk r�n�e]a C�evitinlds, F'resident i�lame and `fitle Addrgss: P,�. �it�x 241b Cleb�rr�c. �'X 7b031 SilRE'F'Y: lvfarkef ]ns�Erdn��'o�npanY � � . ipnature Teresa C3odsey, Att�rne -v In_Faet. i�an3e and 'Ciile Il�dress; 45� f i�i�:.hwaocl� Fktvti' Gfcn A�len. YA 23QG4 � - — telcphor�e iVuin�ier; �f�G-732-OD99 -- E:mat] Address _ Eeresa.�end�ev rt hubinlcniatii�i3nl enin *Note: lfsigned by an aificer [�Ftlte �ure�y Ca�npany, th�e� mu�l b� an 1i1� a��rtiiied cxtract from t�e by-l�w� s}fowi�g that tltis person �as al�tharity� to sigrl 5��cf� c�Llig��i�s��. iC �uE'eiy'� p��ysical �dd��ess l5 CII��t'E11t {�I'Oi71 its msiling a�dress, bo#1� m��s€ he �Src��ided. Tlie date of th� �a��ci sh�ll not be priar to tl�� r�a#e the Cank�•act i� �warded. c«r o� ror��r wore� E� s•rnh�ni�� eor�� rftu�7•ioN s�Fczri��r�o� uacun�E�rrs l�evised Ilcrer�ber $,�ii�i �a��_�,�v cu�r,e��,a« car�n x�cr zaaa Cii}• Pmjed No. L7C0! ?A2� 23 April 24 nr�� i=4-z I'll Y M LN'1' t3�11V1a Page 2 u f :? � i?V VYI'1'Nr:,�� Wl�[G�EQ�F, lkie i}i'i�141�AI 511C� �L11'C�1' I]e�VC CRC}7 �jCNLL� i]Il{I SF,A�1�.f] 2 tllis sntitrtlitien� 1�y dtily autliari��d �gcnts ai�d €�flice�-s ��n tl7i� tlie ��' day of s �v�-�._ , 20�,`� . � A"I�1,E�rf': �Principaf) �ecr� ar} 1�litness a_� Ea l�rinCi}��1 ['F21�(C:�P�L[.: 1�RFe�thil] �nn�truct�an, [nc. ,� _..� . �i ] �,11 �il1C� r4�7�efa Reyi�oids, Presid�:rit Na�nc a�td "I�itic � �1dd��ess: P. �. �ax 2�i �i C}eburr�e, T� 7FiD� ] S[1}�iT�: Markel in�u�'ance Cs�m��a��Y ATTE�i: BY i� lattirc (5ure�y} �ecr�.t�ry Ter�sa God;e�, Attornc�-In�l��ct__ Natne a��d Titic � �, _ � {� �', � ��--'--'� = r ,'- = = . V�ine�s as �b �um�y — T�ri�u�y '1'inh � � ="� 5 6 7 8 � 10 � 12 A�idt�ss: �521 Hi�llwaads �'lcwv_ --- Gicij l��leir. VA 23�}6{� �c�e�honc �Ju�nbcr; 86G�732-0494 EzMsi! Adclr�ss: �ei�sa �o¢l4cv(trll�u6interitiational.com 1Votc: lF si�r�ccE by an c�f��er o�` [�ie �t�re�, xher� must �c on file � certi�ed �xlract frofrt ih� bylaGt�s showing thai tlii� 13�rsa�� ias ��itfiority io si�z� such c��li�tic�n. li Sur�ty's phvsiea! adclress is d�f'iere�i� fPati7 its i7i�iling �id�lre�s, hoih �nust h� provid�d. 'Che dt�te aFtl�e bai��l �3�ail noi l�e priar ta tlie dafe ihe Cbrltr�C! iS �.��ard��. E�D [3F �L�`l'I�1V C]TY 4� I�(]iii WORT�i S'fe4NUAltI)CO�E�'C12llC'FIDN 5�'ri'fF[C'.+�'E�[C}N 17i1�`U[v!E?^il'S I�cwised E?eccm6er 8, 7.Q23 UTfLITY �l1'C RGPAIIL t'C7NTRA�� 242� Cily Yroject �f9. LlCO1-2D2� 23 April 24 4�i l 2 3 4 5 b 7 8 9 ia II 1? l3 [ �1 15 Ib !7 l8 19 40GI1�1-� �vl.�IhT�1JAT�fCI�: !i{]NI) i'�gc2of3 N[lV4' 'I'fIr1tEF(]RE, tli� c:c�nciiiii�tl �f lhis ohlE�atic��j i� st�c;l� Z�tal if Pri�tci�aal sli��l rt.�i�eciy an� d�f��tiv� lh�`ar�C, fo�' urhicl� lin7ely �c}ti�t v��t� �rc�vi[l�:d k�y Ctty, to 8 C4111}7I�Li0i1 satis�acto�-y tc, tl�� City., fllCll �I115 Cl�"}11�ii�li7li Sl9��l[ �eeoi�ie �tul� a�td vc�icf, nl�ier�w�ise tc� reittaisi in (`i�11 f�rce �iid eI'i�e�t. �'I{�}V3DI?D, fiOWEVE�, if` Yrjn�i�i�l st�all fail sn to rep�il� ❑r i��.ori�iruCt �iljy tlmCly notic�d def�:�:tive VI{ork, it is z��r�.�[! ti��l #l�� :ik_y p�7ay �a��s� �n� �nd �ll such d�Fective V4'or� to 6c rc:paired ai��l.iai• t•eer��sirucleci r�rith ��ll associaE�:� co�is l��ereof �ei�}g ��r3�e l7y the f�r��cipal an� tl�e 5��rc�y �ui�ler this lviaiiiie�iri�l�e b�nci; ��]�i P��(�V[I].Gl] la l��t'1'�K�;:1�, Ci7al if ai�}r 1�:�;fii actiort b� �i�d i�i3 tE�i� F3�nd, vci��ie sliall li� in 'f'�r��nt C�ui�ty, 'I'cxas nr tE�c llnstc�i 5lace� 17i�trici C�u�t fcsi� the Nnrthern Ilislri4t of T�exas, }�€�rt VJ�r�l1 l�ivisior�; and P��VI�TI] TL.Tlt'F�I��, 1l�al tf7is obli�ti�s� shall 6e �o�tin��ous iu iti��tur� ac7d s�cces5ive recciv�ries rttiay be had I�ei�eo�� fior sticeessi��e br�aches. � rry or E��rt•�� worr�rE� s�n�a�axn c�r��rr�u�r�or� s�E.cih'��n�r•��a �or_un��Ni� Rcvised 6eseml�er8, Zf}23 l!'f'ILI'fY CL�T I{�E'AIl� ca��rzac�� aoz� L'iry Prnject No iJC'0] i�lz�i U9 i� � I 9- 3 1+�A1N'I'F:, �'�h�t'F El{51VG F},,�;� 3 �jr� 5 6 7 8 c� 10 Il l2 13 1 zl l� lb l7 l6 l� 2� 27 22 23 �q �� 2� 27 2� 29 30 3l 1N V4{tTNE�S �'V�-�f�:RI;{)I�', tf�e �'rtn�:ifi�al �ti�f ilic Sti3•cty I�a�+c each �IG��L:D ai�d ��ALE�I7 this i�7�t�'u�ficnl vy dtily �ui�io�-i��:d ��e��is and [i{'�i�ers �i� lltis liti� __�l�'~ _ ci�y of��s.+��. -- - -° 2U��. i'Etliti�C:[�nL- k'�es[I�iI1 ConsEr�icti�n, lric. n-r-��,s-r: �. � �r- � (Pri�icip�i� SeG ary � _��.�_ . A�aela Revnalds. �resident � � Na�j� a�d "iit�� Ac�d��e�s. Y. (]. [�nx ��lG CleLurne; T�. 7G031 i�'ittless �s t� I.�r-inCi��l A'I�I�I;S' l': 32 (Suretyj 5c�reta�y � - 33 � ,� 34 � ;?•;�� :� _ � 35 �]V�ess as t�urexy — Tarnmy Tii7h 3Gf, �7 - �U [��:�I'Y: Markel insurance Company �y: { � gna[ur� , `I'eresa [.��dsey, Atio�nev-fn_EaGi. _._ Natr� and Titic ��ddr�ss: �1521_f-li�fi�vac�cls Pks��y Gie�3 AIle;�, VA 23Q5� '['ek�pl�vne i�u��6er: $G6-']32-U099 Eroail Address; ic:rc.sa.�ociSe •�r•�frubii7lzri7atin�,al.cnm 3� *Note: lf �igi�ud hy� an ❑f�ic�r €�I't}��: St�rety Cornpaity, il��;re �nns# be �t� filc � ccr�iiicd exlraci 39 fr�ia3 che by-l��s sho�ving tl7at illis persoil has �u�hnrify to ri�n �tGcf� �bli�alion. il� 40 Surci}r's pllysical a�clress is cliffe��t fi�oin its rnailin� ad�ress: bc�tlti mus[ b� pr�vicied, � I Tlte date �f tl�c Unnd �hall nut !�e ��rior tn Lft� c3�te tl�� L�s�nlract is awardcd. 42 C:f[�Y UI' ]�CiEt-]� W(llt�fl{ ST11AiliA�t�CC5�1S'i'ftllCTlCl7k SPE�EFIL:A'r]C�1L �{)L:U,�il:Ml'S 1�tcviscd f]cccrtjhcr $, 2623 117'l].ITY C`l:7` 1:1?I'r1lR C-��Z'1tA�"!' 20�A Cil4' Pr.��etNt�. lJ�'0]-2Qz4 5332�� Vl�rke� �ns�ranc� C�rr�pa�ny LIMIT�a PQW�R �l� �77�12NEY I{nowAll EUIe� hyThese Presents,ihat fw1�RKEl INSURFINC.� C�hAFAtiY {the "Corn�any"}, 3 r,crpnrai�n�1 du;yprgani�eU a�d Rxisting u�derthc la��stif the Si�te �! 11�inoia, a�+d having+Ss princ�p�� adn�inlsl�a[ive a€iJ€c in C�len Al�en, Yirginla, d�p� �y Shesr presents make, canstilute and appoinl Teres� �odsey its frue and lawlul Akkomey-in-facl, wiSh ful�powPr and authari�y here6yconferced in its name; place and stead, Lo exccu[e, acknowledge a�d dcli4er arty and �I+ bohq5, f��ngnizar�tgs, undertakings of other inttrurr�er�ts or ci7ntra[Ss af suretyship to include �a+aivers to tit2 tpndlllcn; pF t�ntrarts a+ld tpnsenls oF sur�ty for, providing �he hond�enaky does nat eK�red Prinury�l; W25��71II GO�15�fUC�i�Y3, Inc o��ge�: Giiy af For Vlforth amounu: S 3 .Q00.000.�� and to birid �he CbmpSny lh�rcby as fully aatd [a the samt eHtee�t as If s;ach band we+e signed hy ihe President, sealed wiih ihe corporate seal pf [Ne �4mp�nY �nd duly attested 6y its5rcretary, hereby ratifying and ronFirming akl that lhe saidJlE[orney-in-€3tl m�y d41n [ire pFemises. 5aid appointmeni Is irsade undcr and 6y 3uthpr�{y oF th� loElUwing resolu4ion of �he 6eard of Oireckars of +�ark�l Ini�+an€e [ant�any�� RESOLVED, That the Presldent, ar�y5�niorVice President, Vice Presi�ent; Pssi:tant Vice Presidenl; SEcretary, ASsls#Jn[ 56Cr�;�ry, iraasurer or Assist�ink 1re35u�� shall L,e apd ia herety vested wlCh �ull powe� and ��thorlty to appolnt aRy o-nc oe m�re suitah�e persons as At[orney(s�-in- Fa�t tu represent and act#or on hehalf of lhe �2mpa�y, 9ubjeEt ta thefallowing peaviilons: Axkorney-in-F�tt r►l�y �Q �Isr�n I�II pewer and �urharity far and In the narne nf and an �ehaFf al tlie C9mpany, tb exeGute, atknowle��e 5nd deliver, �R� 3R�3�I�Ui1d3, f�U��1�aZ:IM1t�5,:15@l�d[li, agreements or indemnily at�d a�her c�ndifk4nal �� 4giega�ory un�ertakings and any �ndal! notY�es 3r1t! doCurnenCs cancelfrg nr terrninating the Cvmpanyts ii217ilily lh�reunder. and any surt� instrumenes so exe��ted 6yany such 1lltarney in-F�ct sfialEbe 61nd'+ng up4n lh4 Co�p��Yas 4Fskgned 6y the Presadentand sealedand efFected hy theSccretary. FLIR�NER RE50L5J ED, that the si�nature a[any au thorlr�d oFGc�er and seal af #he Cam pa ny heretaior� or hereaF�Qr afiixed I a a��V p9�+�r �f a itorney orany�rt3ficale �Id[ing th�r4Ca by facsimilc, andanypower o# allorneyor[Ert�f't�alebe�{ing Facs€rr7ila s�gr�atut�+orfacsimilr sea9 shall bevalad and bindmg up�n tne Cornaany w[[h re5p�ct Ip arsp• bond or uM1dercaking tn whi�h it Is attached. In �Nitncss Whereaf, M{�RKEI INSU�hfCEC(7MPANY h��s ca�sed tnese p*esentsto b� sign�d by its Vlte P�eshde�+[, �nd Ilf tpepgrBtQ s ai tokse herc�n aff�xed �91i5 I3°�' daY�f 12riu2�S' , 2�23. st`5��i��r+ firiAf�K Irvs �itE [ r Y ti*� ti;1�6'' ¢�9�• [+ : ' Staieo#Texas ;i : �' ;°i_�� _r� • CauntyoFTr�vis• ��: ��L :�� L deyJennings 'cePres�dent J� •'•�t�•: �� : 4 fff�ffil�jylltiti�� Qn Chis i3'" day o# lanuary , 2029 �1efa,� rt1� p�r5ot�a11V came �iRdey lc�r.engs, to me k�own, who being by me duly �worn, did da.pase and say that he resl�es irl Tra+riiCaUn[y, �2x�g, W3��e h� isVi ce Presldent of Ii+IARKEI IN3[1f+1�N�£ ��MYRNii, Ih�com�anydeseribed in and whith e�ecuted the above in}trurn�r�t; that he knows the seal of sald Cffmpany; tfiat 4hP sea�ailixed lasaid in�trumen[is suchcorp4rate s�a�; [hatdt was saaFf�xed bvofd�rof the 9oar� o� Direc�orsaf said Carnpany; and [hat he si�n2d hi� name tf�ereta 6y l�ke ardee. , .*s' '�r.,. JIJL�E E, h�C�LARY ay: � �-' � � -�.. _ Natar]+ Pt;bl�c �take of Texas �u�� .�c�a�v, n�p�ar� PU�r�c ��: �ammi��io� # 1294��sa 5 nnr { �nlssian exRlres 31��I?�� `°�.��a``y`Y Ct�m�sia� FxGires March 29, 2fl2B k, Andreatlularquis, Assi}t�nE Secretary vF 3�1��1 IN5€lRANCt [OMPA�JY, do here�y certiFy that lhe a6�ve and iaee�oin� ii Irue and [or[eLt �apy af a Ppw�r of A4kGrney, execute� hy S�IdC4mpd�y, ti++F�ich is3tillin fr�li Forr,e xnde{fec ; and, fur[hermove, thc resalutlons oFthe Oo-�rd of �.rectars, iB� OUt in She f'oweroE k�zorn�yare inful9 force and effect. Gi�enunder my h3nd and theseal4# g3idC9��dny' atAustin, Texas this dayof � �Y� And Ma�quis, Ass1s! Secretary Any ]rrstrurre nl icsued M rycesa nF khc ptna[Sy skaled ahaue Is [ofaliy uoid and wkhD� any v�ai�11�. Far rerifi�atlon oF the authorftq of this PQwar Y8V roRY e�ll (713} d1i-9$40 nn any buslncss day heSween E}�34 A.IrS and 5�00 Phls L��. �� WE57CON-05 TGODSEY •�� CERTiF1��1TE �F LIABILiTY IN�URAN�GE b�rs�arz��aV*� 7HES CERTIFiGAT�E 18 15SlJgb A� A �L1A71'�R �F 1N�ORMA1`I�N bNLY Ahfb C�7NFEF2S NO HIC�H7S L1P��7 7HE C�RYIFRCAYE HbLbER. T"Hi� CERTiFICATE D�ES hi[]7 AFfiF;MATIUELY OR NEGATIV��Y AME]��, E}fTEPl� p!'� AL7ER iHE CC�VEI�ACsE AFFOF��E� �31' THE P�LICiES BEL{54hf. iF41� ��RTIFkGA�� OF INSURANCE b�ES N{3T G�NSif7l17E A C�N�'1�ACY ��'i'W��ht THE I&Sl11NG IN�L]R�R(5), Al1TFfaRI��Q R�PR�SEh�TAi1VE OR PROQUCER, AND iHE C�RTIFIGATE HQE.DER. IMR�RiA3�iT: il She cQrtiiicatc h�ld_r is an AdblTfiOh1AL INSl1RED, the policy�i�sj mus! haue ADDiTI�M1lAL.lH$iJREp pra�islans or he ondorsud. If SUBR�GATION 15 WAiVEQ, subjcct fa the tcr�s ar]d c4rlditioris cif thQ pol�cy, cortafin pnll�ios ntiay r�qulr� an endorsa�k. A st�tar�c�tt an tf�is cflrtHicata does not cu�ler riyhls to the cQrtiitcalr ftoEdvr in iieu of suc� �ndorsarnvr�l�sj, - -- - - --- - - - - -- - -- - Pr�ovucer� Li�enso �f d68� cn�erkcr wn��v: . Fort Wnrt9i, 77(-€iutrinternational Insura�ca5enrlces jnr�4ne_�xt�: �897j 82G-$1�0 1 Fnx 897 B7U•Q39� 3�2� Coiifn�w�rth [nrc, noi.( ) �ort Y�1��th, tx �s�o� � f"``� flw.servi�� huhi�ternati4nal.com �i�[�rs�Ss; �. _ .. _ -• - - - _ IN571FER{3lAFFpHDI�{G :OYEPRGE_ _ . NAl�v7! __ _.___ _ , iNsuRe� a�Arn�risure Mutual insurancg Cnrnp�riy 2333fi ia�ss�Reo . �r�su�ER u �Arr�erisurs Insurance. Com�any ;'i&483 1�gsthilE C�nsiructi�n, I11�. INSURER c: _ _ I 4Qi N. ��f'dB� IN#L1REl4 6 : C164Urn@, Tii �sQ,�,3 IHRUREN E _ THIS E5 TO CEFkTIFY TWAT TFiE PDLiCtES �F IhiSURA�G� LiSi'�D �EI.C}W HAU� B��N I��U�D i0 iHt IN�l]REb NRT�i�a AF��V� FOR iHE P4LiCY PER!Qf] INaiGAT�Q. hi9T41ATNS'fl�N�t'�aC ANY FiE�`IIiREMrN��. 7ERM OR CON�IT4�N OF Ro-lY �O�ir�,4G7 OR �7H�R bDCI]htEN7 Wl TF4 fkESPECT TO WHVGI-I THIS C�RTI�ICRTE PAAv BF I��l1F:� OR MAY FFR-,�i"J. �fHE INSURA�#CF AFFpFtpEO [iY TNE P�Lt�:lES LS�SCRI�ED HEREIN !S SUBJECTTO ALL 7HF TERh15, E�CLUSIQNS A�Vu �:�N[�iiiU�s t� �lf�:H �a�IC[ES. ur,�i rS SFSO1r�r� MAY WaVE g�EN ��ouCEa BY Palo cu�rv�s. a5R ---- —__ _-- - --- —� ;lIQDL SVtiA' - - -- POt[CY EFF POLILY ERp � _ --� — � TYRE �F IAS$ikRANCE i 5.Vl�'IlC P9LICY 6kllAleFR = jy�i1ltJ]�.Y�Sf1 6�(Qj�IYYjY,�, . LlMl7� � � G4MMEFiGIRLGEfiERAL�IABILITY � ChG':17Gl:JRREhiGE S �'��'�� t � CL41h15•MAOE �, Ut7GlfR CFx�7�'.��6 2i�Q1�424 �f�$f�025 �"!APCf TC� F2EhfZE4 '��'Q0�,0�� , hFri=h1�$f-i� [Ra. .. GE7�'L Af,GREG.ilE LIM+T APP�IFS P�R P • r— P4LiCY I � �C,�j" l� LOC I OTNER: � A41iQh¢]91LELIAHILITY ?C nwr nu* o �uVTP450NLY AUTO�'�LEo � �u�'' c+��' � n�io��.�r � � UMBRELLhLINB � �`C��R � E%CE$S iFR6 L'.AIYS•Ml4[7L �£n � REiEHTldlv S �I B , WORFtERS G4MpENSARON 'AF:UEN�LC}'�`�RS'LIA€31LIYY �,+� ,vrr' hi.��.r�r�i�ig�Hrc��r�e�5t�curl�� ❑ �hl,r;�d lvryFl�{i�lhj FXCLLIaE�7 i� N+A II vs, duscimu un�icr __ C��S�RIPFIO:�1CaFOPERAYI❑ belv�. C A7 32�� 95 � U 7 �24497 wczqi e�zs 2t2B120P4 I 2�2f�f2025 � 2�2812424 I Yl28f2�25 ��R�+24P4 I .�rz �rzox � , VAtI] �?:f' iAny +.FERzq�3nL&_ i GCNER�iLh"`c MPLOY€E BENEFI �G�R�GATE— --. -- -I.�� a,poa '� ,� d Q, dfl� z,�aa,00� 2,{f 44, p�fl 7,U[3[3,Oa0 1,i�Q0,Q�fl ,0 �4, b�{1 �,o4a,oaa 1,qC�4,�a0 1,040,a0� U€SCP IPilfi�! �F OP�RAilUMS 1 L4CATIffNS � VEHI�LES jACORD iRi, Add�llonal kema rM€ Schaduie, may be aii,xhed I � nwre spaca la ra ulred j The ��neral Liabilily �nd Auta Lia6illiy paliGi�s lncluefes a Gkanket automat�c additf4nal ir�sured endorsement�hat prcrvidgs additianai ]nsured stai�s ta the C�Mi#I�d#8 h41Ci�� 4111y Wi14'fl tFt�P6 IS � W�ittB11 y�itir3tt bet,n+ee� tltie nam�d lnsured �nd the ttriifitate lialcter that requires sucfi st�ius subJ�cl lo poll�y t�rnts rnd wndilf�iis. T�7e .�"isner�l ��abillty a�d�t�nnal insur�sti ffn�arsem$nts intivd� ok��jaiht� and produclsf�ompletad vperafivris. tha Goi�eral Lldh�lfly, AUta �iablNty and VYarkors �amp pollG�c� Fncfude a blanlso-t aulvmat9c v�raivur v! s€�bragaElo-n ffndars4mont ihai pravides this foatury onPy whon tt�vre is a wrltlen contract tithvaen Che nam�d insured and lhe certilicata #�older �hat requires it subject to p4licy terms and candltions_ Tna General Liahlllty ana auEomahl[a Iia4�IfEy pnf�e4es ca�faln a s�ecfal endarsernef7#�V+th "Ptl�nary and T#oncol�trM��tqry" vyordtiyg sub]ec! t� po�Icy terms an# conditians. Gener�l I[abiii#y po9icy has #he addi�+an�l i��ur�d end�rsernenl num4er CG �C i0 'i1 85, Ger�rai IiakRl�y �rc�licy ha� 4lankat eontra�te�af lia�lliiy - railro�ds corerag� when required 4y SE� ATTACH�D ACORO 7�1 Clfy af Fort YVarth, Texas ATTN: J. Chris Und�rwctod 10�p Throckm4rta� SEreek Fort Y1+ortn, TX 76i02 SHOE�L6,4NY Of THE AE{lVE aE5Gii16ED P�L�GIES BE CANC�LL�� 6�O�i� TH� E1[P�R4T19N 6�1T� TI-�ERE�F, lti�T1GE 1/4R_� HE a�LIVER�� fH A�CORgANCF WITH THE P�LECY PR'�VISl�NS. As17HbF21�@b f3�PRE5ENTAT�V� d �-�' R�QF�f7 �5 I20ififQ31 +J 1986-24'k5 A�ORD GO�iPO#iATI�N. All rights r�serued. The ACOR� narne �n� EQ�a ary regisf�red mark� ❑f AC�I�D �&GENCY CU5T4NEER IL�' W�STCi7M-0� �� L�iG #: 1 �� 4�a1T1�NAL REMARK� SCHEDULE ncer�cr �ican$s�d692 n�h�,En�w,guR�o —' �ort Worth, 7X•�1ub Interrtiational lnsuranc� 5ervices Pa�icr kur�q�rt SE� PAGE 1 GAStRiFR NAIC CO11E SE� PA�E 1 5EE P 1 .a�oi�io�va� ��nnaa�c� 7HlS A��1710NA� REMAFtYCS FORM 15 A SCHE�ULE Ta ACDRD F�RM, �C7�PA NU1�8ER: ��Ra�� FORM TITLE: CertiAeaio- aiLlahlHky Insura�ss� W05Lf1ill COIkSifUG�l011, IIIC. d�2 N. Berder �lehurn�, TX Tfi033 eFr-�cnve anr�: TGOI}5EY Page 1 _ af 9 _ Descripti�n of D�erations��r�cations�Vehicies. written c�ntract. General liahility pali�y has a severability of interest clause. The General Liability, Automohile L9abili#y and Work�rs �. ��rrxpensation polfcies inclt�de a biank�t r�ofice 4f canc�llatfan ta certificate holder's endorsement, providing far 30 days' advance notice if th� policy is carj�el�d #�y the corr�pany other than fQr npnp�ymen# 4f pl�erf�ium, 90 day�' �o#IC� �f#�P th� pnllCy Is c�neeled far nollp�ym�nt af p�erriiurn, Tf�e Umbretl� Po11�y FallUws Form. I�E: Cliy Praje�t Na.1��Q9-2024 Utiiily Cut R�pair �antr�cf 2024 Certif3cate Hnlder Is The City csf Fort Worth, iexas, its Officers, �irectors, A�ents anr� Ernplay��s. A��R[� 90i (��08101} C} F40$ A�ORD C�RP{f€�1TI�N. All rights reserve�i. The ACORQ narne and laga are regist9retE rsnarks of A�gf�� None 00 73 00 SUPPLEMENTARY CONDITIONS Page 2 of 6 SC-4.O1A.2, "Availability of Lands" Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of January 31, 2024 EXPECTED UTILITY AND LOCATION OWNER None TARGET DATE OF ADJUSTMENT The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None. 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: None. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: None. (3) Other: None SG5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GG5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 Ciry Project No. UCO1-2024 00 73 00 SUPPLEMENTARY CONDITIONS Page 3 of 6 SG5.04B., "Contractor's Insurance" 5.04B. Commercial General Liability, under Paragraph GG5.04B. Contractor's Liability Insurance under Paragraph GG5.04B., which shall be on a per project basis covering the Contractor with minimum limits of: $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto" defined as autos owned. hired and non-owned. $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per person / $500,000 Bodily Injury per accident / $100,000 Property Damage SG5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 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 Contractor to execute a"Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right-of-entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract UTILITY CUT REPAIR CONTRACT 2024 Ciry Project No. UCO1-2024 00 73 00 SUPPLEMENTARY CONDITIONS Page 4 of 6 With respect to the above outlined insurance requirements, the following shall govern: 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of-way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 1 for the project. SC-6.07 A.., "Duty to pay Prevailing Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: GC-6.07 2013 Prevailing Wage Rates (Heavy & Highway Construction Projects) A copy of the table is also available by accessing the City's website at: httns://anns.fortworthtexas.�ov/Proj ectResources/ You can access the file by following the directory path: 02-Construction Documents/Specifications/Div00 — General Conditions Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code on completion of the job. SG6.09., "Permits and Utilities" CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 Ciry Project No. UCO1-2024 None 0B 1B 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 12B oiiioo-i SUMMARY OF WORK Page 1 of 3 1 2 3 PART1- GENERAL SECTION O1 11 00 SUMMARY OF WORK 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 12 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirements PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 oiiioo-z SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent properry. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 0B 1B 2B 3B 012500-1 SUBSTITUTION PROCEDURES Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 25 00 SUBSTITUTION PROCEDURES 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or-equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 17 18 19 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 012500-2 SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 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 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. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: T0: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 _ Recommended _ Not recommended By Date Remarks Date Rejected _ Recommended Received late UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 013119-1 PRECONSTRUCTION MEETING Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 31 19 PRECONSTRUCTION MEETING 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 11 12 13 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the execution of the Agreement and before Work is started. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Project Representative b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised August 17, 2012 Ciry Project no. UCO1-2024 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section O1 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safery and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17, 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project no. UCO1-2024 0B 1B 2B 3B 013120-1 PROJECT MEETINGS Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 31 20 PROJECT MEETINGS 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. This specification is for use on projects designated as Tier 3 or Tier 4. This 11 contract is a Tier 1 contract, thus not applicable. 12 13 14 15 1.2 16 17 18 19 1.3 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 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. REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Pre-Construction Neighborhood Meeting 1. After the execution of the Agreement, but before construction is allowed to begin, attend 1 Public Meeting with affected residents to: a. Present projected schedule, including construction start date b. Answer any construction related questions 2. Meeting Location a. Location of ineeting to be determined by the City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 013120-2 PROJECT MEETINGS Page 2 of 3 1 3. Attendees 2 a. Contractor 3 b. Project Representative 4 c. Other City representatives 5 4. Meeting Schedule 6 a. In general, the neighborhood meeting will occur within the 2 weeks following 7 the pre-construction conference. 8 b. In no case will construction be allowed to begin until this meeting is held. 9 C. Progress Meetings 10 1. Formal project coordination meetings will be held periodically. Meetings will be 11 scheduled and administered by Project Representative. 12 2. Additional progress meetings to discuss specific topics will be conducted on an as- 13 needed basis. Such additional meetings shall include, but not be limited to: 14 a. Coordinating shutdowns 15 b. Installation of piping and equipment 16 c. Coordination between other construction projects 17 d. Resolution of construction issues 18 e. Equipment approval 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3. The Project Representative will preside at progress meetings, prepare the notes of the meeting and distribute copies of the same to all participants who so request by fully completing the attendance form to be circulated at the beginning of each meeting. 4. Attendance shall include: a. Contractor's project manager b. Contractor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request d. Engineer's representatives e. City's representatives f. Others, as requested by the Project Representative 5. Preliminary Agenda may include: a. Review of Work progress since previous meeting b. Field observations, problems, conflicts c. Items which impede construction schedule d. Review of off-site fabrication, delivery schedules e. Review of construction interfacing and sequencing requirements with other construction contracts f. Corrective measures and procedures to regain projected schedule g. Revisions to construction schedule h. Progress, schedule, during succeeding Work period i. Coordination of schedules j. Review submittal schedules k. Maintenance of quality standards 1. 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 32 16 CONSTRUCTION SCHEDULE 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1— General Requirements 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1.2 32 33 34 35 36 D. Purpose The City of Fort Worth (City) is committed to delivering quality, cost-effective infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a properly structured schedule with accurate updates. This supports effective monitoring of progress and is input to critical decision making by the project manager throughout the life of the project. Data from the updated project schedule is utilized in status reporting to various levels of the City organization and the citizenry. This Document complements the City's Standard Agreement to guide the construction contractor (Contractor) in preparing and submitting acceptable schedules for use by the City in project delivery. The expectation is the performance of the work follows the accepted schedule and adhere to the contractual timeline. The Contractor will designate a qualified representative (Project Scheduler) responsible for developing and updating the schedule and preparing status reporting as required by the City. 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. 2. Non-compliance with this specification is grounds for City to withhold payment of the Contractor's invoices until Contractor achieves said compliance. 37 1.3 REFERENCES 38 A. Project Schedules CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 Ciry Project No. UCOl-2024 013216-2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 Each project is represented by City's master project schedule that encompasses the 2 entire scope of activities envisioned by the City to properly deliver the work. When the 3 City contracts with a Contractor to perform construction of the Work, the Contractor 4 will develop and maintain a schedule for their scope of work in alignment with the 5 City's standard schedule requirements as defined herein. The data and information of 6 each such schedule will be leveraged and become integral in the master project 7 schedule as deemed appropriate by the City's Project Control Specialist and approved 8 by the City's Project Manager. 10 1. Master Project Schedule 11 The master project schedule is a holistic representation of the scheduled activities 12 and milestones for the total project and be Critical Path Method (CPM) based. The 13 City's Project Manager is accountable for oversight of the development and 14 maintaining a master project schedule for each project. When the City contracts for 15 the design and/or construction of the project, the master project schedule will 16 incorporate elements of the Design and Construction schedules as deemed 17 appropriate by the City's Project Control Specialist. The assigned City Project 18 Control Specialist creates and maintains the master project schedule in P6 (City's 19 scheduling software). 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 2. Construction Schedule The Contractor is responsible for developing and maintaining a schedule for the scope of the Contractor's contractual requirements. The Contractor will issue an initial schedule for review and acceptance by the City's Project Control Specialist and the City's Project Manager as a baseline schedule for Contractor's scope of work. Contractor will issue current, accurate updates of their schedule (Progress Schedule) to the City at the end of each month throughout the life of their work. B. Schedule Tiers The City has a portfolio of projects that vary widely in size, complexity and content requiring different scheduling to effectively deliver each project. The City uses a "tiered" approach to align the proper schedule with the criteria for each project. The City's Project Manager determines the appropriate schedule tier for each project, and includes that designation and the associated requirements in the Contractor's scope of work. The following is a summary of the "tiers". 36 1. Tier 1: Small Size and Short Duration Project (design not required) 37 The City develops and maintains a Master Project Schedule for the project. No 38 schedule submittal is required from Contractor. City's Project Control Specialist 39 acquires any necessary schedule status data or information through discussions with 40 the respective party on an as-needed basis. 41 42 43 44 45 46 47 48 49 2. Tier 2: Small Size and Short to Medium Duration Project The City develops and maintains a Master Project Schedule for the project. The Contractor identifies "start" and "finish" milestone dates on key elements of their work as agreed with the City's Project Manager at the kickoff of their work effort. The Contractor issues to the City, updates to the "start" and "finish" dates for such milestones at the end of each month throughout the life of their work on the project. 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 City Project No. UCOl-2024 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.H as agreed by the Project 5 Manager. The Contractor issues to the City, updates of their respective schedule 6 (Progress Schedule) at the end of each month throughout the life of their work on the 7 project. 8 C. Schedule Types 9 Project delivery for the City utilizes two types of schedules as noted below. The City 10 develops and maintains a Master Project Schedule as a"baseline" schedule and issue 11 monthly updates to the City Project Manager (end of each month) as a"progress" 12 schedule. The Contractor prepares and submits each schedule type to fulfill their 13 contractual requirements. 14 15 1. Baseline Schedule 16 The Contractor develops and submits to the City, an initial schedule for their scope 17 of work in alignment with this specification. Once reviewed and accepted by the 18 City, it becomes the "Baseline" schedule and is the basis against which all progress 19 is measured. The baseline schedule will be updated when there is a change or 20 addition to the scope of work impacting the duration of the work, and only after 21 receipt of a duly authorized change order issued by the City. In the event progress is 22 significantly behind schedule, the City's Project Manager may authorize an update 23 to the baseline schedule to facilitate a more practical evaluation of progress. An 24 example of a Baseline Schedule is provided in Specification O1 32 16.1 25 Construction Project Schedule Baseline Example. 26 27 2. Progress Schedule 28 The Contractor updates their schedule at the end of each month to represent the 29 progress achieved in the work which includes any impact from authorized changes 30 in the work. The updated schedule must accurately reflect the current status of the 31 work at that point in time and is referred to as the "Progress Schedule". The City's 32 Project Manager and Project Control Specialist reviews and accepts each progress 33 schedule. In the event a progress schedule is deemed not acceptable, the 34 unacceptable issues are identified by the City within 5 working days and the 35 Contractor must provide an acceptable progress schedule within 5 working days 36 after receipt of non-acceptance notification. An example of a Progress Schedule is 37 provided in Specification O1 32 16.2 Construction Project Schedule Progress 38 Example. 39 D. City Standard Schedule requirements 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 City Project No. UCOl-2024 013216-4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1. Schedule Framework - The schedule will be based on the defined scope of work and follow the (Critical Path Methodology) CPM method. The Contractor's schedule will align with the requirements of this specification and will be cost loaded to reflect their plan for execution. Compliance with cost loading can be provided with traditional cost loading of line items OR a projected cost per month for the project when the initial schedule is submitted, updated on a quarterly basis is significant change is anticipated. Overall schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. E. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name ofthe project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule) , as shown below. • Baseline Schedule File Name Format: City Project Number_Project Name_Baseline Example: 101376_North Montgomery Street HMAC_Baseline • Progress Schedule File Name Format: City Project Number_Project Name_YYYY-MM Example: 101376_North Montgomery Street HMAC_2018_O1 • Project Schedule Progress Narrative File Name Format: City Project Number_Project Name_PN_YYYY-MM Example: 101376_North Montgomery Street HMAC_PN_2018_O1 F. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water 48 G. Schedule Calendar CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 4 5 6 7 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 The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's nine standard holidays (New Years, Martin Luther King, Memorial, Juneteenth, Independence, Labor, Thanksgiving, day after Thanksgiving, and Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. H. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. 1. Contractor is required to utilize the City's WBS structure and respective project type template for "Construction" as shown in Section 1.4.H below. Additional activities may be added to Levels 1- 4 to accommodate the needs of the organization executing the work. Specifically, the Contractor will add activities under WBS XXXXXX.80.83 "Construction Execution" that delineates the activities associated with the various components of the work. 2. Contractor is required to adhere to the City's Standard Milestones as shown in Section 1.4.I below. Contractor will include additional milestones representing intermediate deliverables as required to accurately reflect their scope of work. I. Schedule Activities Activities are the discrete elements of work that make up the schedule. They will be organized under the umbrella of the WBS. Activity descriptions should adequately describe the activity, and in some cases the extent of the activity. All activities are logically tied with a predecessor and a successor. The only exception to this rule is for "project start" and "project finish" milestones. 38 The activity duration is based on the physical amount of work to be performed for the 39 stated activity, with a maximum duration of 20 working days OR a continuous activity 40 in one location. If the work for any one activity exceeds 20 days, break that activity 41 down incrementally to achieve this duration constraint Any exception to this requires 42 review and acceptance by the City's Project Control Specialist. 43 44 J. Change Orders 45 When a Change Order is issued by the City, the impact is incorporated into the 46 previously accepted baseline schedule as an update, to clearly show impact to the 47 project timeline. The Contractor submits this updated baseline schedule to the City for CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 City Project No. UCOl-2024 013216-6 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 review and acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the following: 1. Time extensions associated with approved contract modifications are limited to the actual amount of time the project activities are anticipated to be delayed, unless otherwise approved by the Program Manager. 2. The re-baselined schedule is submitted by the Contractor within ten workdays after the date of receipt of the approved Change Order. 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. K. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure L. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 9420 Design Contract Closed 013216-8 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdfformat, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xls or .xlsx format in compliance with the sample layout (See Specification O1 32 16.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose at least 5 working days prior to Pre Construction Meeting. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within �ve workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day ofeach month throughout the life of their work on the project The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re-submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 6, 2023 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 013216-9 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the monthly progress meeting (if monthly meetings are held) or at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification O1 32 16.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to include only changes, delays, and anticipated problems. C. Submittal Process • Schedules and Monthly Construction Status Reports are submitted in in the City's document management system in the location dedicated for this purpose. • Once the project has been completed and Final Acceptance has been issued by the City, no further progress schedules or construction status reports are required from the Contractor. 1. 16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.6 CLOSEOUT SUBMITTALS [NOT USED] 18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.8 QUALITY ASSURANCE 20 21 22 23 24 25 A. The person preparing and revising the construction Progress Schedule shall be experienced in the preparation of schedules of similar complexity. B. Schedule and supporting documents addressed in this Specification shall be prepared, updated and revised to accurately reflect the performance of the construction. C. Contractor is responsible for the quality of all submittals in this section meeting the standard of care for the construction industry for similar projects. 26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 27 1.10 FIELD [SITE] CONDITIONS [NOT USED] 28 1.11 WARRANTY [NOT USED] 29 1.12 ATTACHMENTS 30 Spec O1 32 16.1 Construction Project Schedule Baseline Example 31 Spec O1 32 16.2 Construction Project Schedule Progress Example 32 Spec O1 32 16.3 Construction Project Schedule Progress Narrative 33 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 City Project No. UCOl-2024 O1 32 16 - 10 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/13/2021 Michael Owen Revised to update specification requirements and eliminate duplicate schedule specifications. 10/06/2023 Michael Owen Added "Juneteenth" to list of City Holidays under 1.3 G. "Schedule Calendar" CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised October 6, 2023 City Project No. UCOl-2024 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 SECTION O1 32 33 PRECONSTRUCTION VIDEO A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Given the brief nature of the Work Orders in this contract, Preconstruction Videos will only be required as requested by the inspector or directed by the engineer. 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 16 A. Measurement and Payment 17 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 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Preconstruction Video 22 1. Produce a preconstruction video of the site/alignment, including all areas in the 23 vicinity of and to be affected by construction. 24 a. Provide digital copy of video upon request by the City. 25 2. Retain a copy of the preconstruction video until the end of the maintenance surety 26 period. 27 1.5 SUBMITTALS [NOT USED] 28 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE [NOT USED] 32 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 33 L11 FIELD [SITE] CONDITIONS [NOT USED] 34 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 013300-1 SUBMITTALS Page 1 of 8 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 33 00 SUBMITTALS 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 15 16 17 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 013300-2 SUBMITTALS Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 Fold shop drawings larger than 8 1/z inches x 11 inches to 8'/z inches x 11 inches. 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 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions 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: [IIG�C�IIIIIaI�:�.� 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 f�% CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 013300-3 SUBMITTALS Page 3 of 8 2 3 4 5 6 7 8 9 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 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 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 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 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 013300-4 SUBMITTALS Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 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 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 013300-5 SUBMITTALS Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 013300-6 SUBMITTALS Page 6 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 c. � 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. 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. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 013300-7 SUBMITTALS Page 7 of 8 1 9. 2 3 4 10 5 6 7 8 9 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. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 14 15 16 17 18 19 20 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. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 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. 21 3. Numbering of RFI 22 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "O1" and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order, as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 0B 1B 2B 3B 4B 5B 6B 013513-1 SPECIALPROJECTPROCEDURES Page 1 of 12 1 SECTION O1 35 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Use of Explosives, Drop Weight, Etc. 11 e. Water Department Notification 12 f. Public Notification Prior to Beginning Construction 13 g. Coordination with United States Army Corps of Engineers 14 h. Coordination within Railroad permits areas 15 i. Dust Control 16 j. Employee Parking 17 18 B. Deviations from this City of Fort Worth Standard Specification 1. NON-EXCLUSIVE CONTRACT- 19 This contract is non-exclusive. During the term of this contract or any renewal 20 hereof, the City reserves the right to advertise and award another contract for 21 like or similar work. If a second contract is awarded, the City further reserves 22 the right to issue work orders under either contract as it deems in its best 23 interest, without recourse. 24 25 26 27 The City also reserves the right to execute additional contracts for emergency work, foregoing the advertising and awarding process, as it deems in its best interest, without recourse. 2. PAYMENT- 28 Because of the unique nature of this contract, General Conditions (00-72-00) 29 Article 14 shall not apply and shall be superseded by the following: 30 Whenever the improvements prescribed by an individual Work Order have 31 been completed, the contractor shall notify the engineer. The engineer or other 32 appropriate official of the owner will, within a reasonable time, perform the 33 inspections. If such inspection reveals that the improvements are in an 34 acceptable condition and have been completed in accordance with the terms of 35 the Contract Documents and all approved modifications thereof, the engineer 36 will recommend acceptance of the work under that particular Work Order 37 and recommend payment therefore. 38 If the engineer finds that the work has not been completed as required, he 39 shall so advise the contractor in writing, furnishing him an itemized list of all 40 known items which have not been completed or which are not in acceptable 41 condition. When the contractor has corrected all such items, he shall again 42 notify the engineer that the improvements are ready for inspection, and the 43 engineer shall proceed as outlined above. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-2 SPECIALPROJECTPROCEDURES Page 2 of 12 1 Whenever the improvements prescribed by the individual Work Order have 2 been completed and all the requirements of the Contract Documents have 3 been fulfilled on the part of the contractor, an estimate showing the value of 4 the work will be prepared by the engineer as the necessary measurements, 5 computations and checks can be made. 6 The amount of the estimate will be paid to the contractor after acceptance by 7 the Water Department Director, provided the contractor has furnished to the 8 owner satisfactory evidence of payment as follows: Prior to submission of the 9 estimate for payment, the contractor shall execute an affidavit, as furnished by 10 the City, certifying that all persons, firms, associations, corporations or other 11 organizations furnishing labor and/or materials under that Work Order have 12 been paid in full, that the wage scale established by the City Council in the 13 City of Fort Worth has been paid, and that there are no claims pending for 14 personal injury and/or property damages. 15 The acceptance by the contractor of the individual payment as aforesaid shall 16 operate as and shall release the owner from all claims or liabilities under the 17 Contract for anything done or furnished or relating to the work under that 18 Work Order or any act or neglect of said City relating to or connected with 19 the Contract. 20 The making of the payment by the owner shall not relieve the contractor of 21 any guarantees or other requirements of the Contract Documents which 22 specifically continue thereafter. 23 3. SID QUANTITIES- 24 25 26 Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities. There is no limit to which a bid item can beincreased or decreased. 27 Contractor shall not be entitled to renegotiation of unit prices regardless of the 28 final measured quantities. To the extent that General Conditions (00-72-00) 29 Article 11 conflicts with this provision, this provision controls. No claim will be 30 considered for lost or anticipated profits based upon differences in estimated 31 quantities versus actual quantities. 32 33 In particular, the Contractor shall be aware that it is the City's intention that the quantities in Unit I be used on an "emergency" basis only. 34 Total quantities given in the bid proposal may not reflect actual quantities; 35 however, they are given for the purpose of bidding and awarding the contract. 36 A contract in the amount of $1,000,000.00 (See Options to Renew) shall be 37 awarded with final payment based on actual measured quantities and the unit 38 price in this proposal. Moreover, there is to be no limit on the variation 39 between the estimated quantities shown and the actual quantities performed. 40 It is understood and agreed that the scope of work contemplated in this 41 contract is that which is designated by the City but will in no case exceed 42 $1,000,000.00 (see Options to Renew) 43 44 45 46 47 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-3 SPECIALPROJECTPROCEDURES Page 3 of 12 1 4. CONTRACT TIME- 2 It is understood and agreed that the scope of work contemplated in this 3 contract is that which is designated by the City as the need arises. It is further 4 agreed that the term of this contract is three hundred sixty-five (365) calendar 5 days from the date of execution of contract work order and no orders will be 6 accepted by the contractor after the contract has expired. 7 At the end of the contract, the contractor will have twenty-one (21) additional 8 calendar days to complete the work already ordered and fifteen (15) additional 9 calendar days to bill said work for a total of thirty-six (36) days after contract 10 termination to complete and bill work authorized pursuant to this contract. 11 5. OPTION TO RENEW- 12 The time period of this Agreement will be for one calendar year or the 13 expiration of the funding, whichever occurs last. The City has the right to 14 renew this contract for three (3) one year terms/expenditures of $1,000,000.00 15 under the same terms, conditions and unit prices. The City shall give at least 16 sixty (60) days' notice prior to the expiration of one year from the date of 17 execution of this contract or of an option period or a like notice at such time as 18 there is less than $20,000.00 left unexpended. 19 6. SCOPE OF WORK- 20 The work covered by these Specifications consists of the paving repair over 21 utility cuts which have been backfilled previously by the City Water 22 Department, as indicated by the details and possible adjacent areas damaged 23 by blowout, etc. Included in this work will be the removal of the existing 24 material in order to insure a paving section in conformity with existing 25 pavement or the appropriate detail shown in this document as directed by the 26 engineer and all other miscellaneous items of construction to be performed as 27 outlined in the specifications, which are necessary to satisfactorily complete the 28 work. 29 There will not be a direct payment for saw cutting the el,tisting asphalt or 30 concrete, compacting the existing sub grade or removal of the existing 31 material. These items will be considered subsidiary to the contract. The 32 contractor will be required to maintain a capping course of hot-mix cold lay 33 asphalt in areas where traffic has whipped out washed rock, until the paving 34 repair can be accomplished. These items will be considered subsidiary to the 35 contract. 36 The inspector will pick up the repair tickets by 8:00 a.m. Monday through 37 Thursday. The repair tickets will be issued to the contractor early the next 38 day. Each repair ticket that is issued shall be completed within twenty-one (21) 39 calendar days. The twenty-one (21) calendar days for completion of the job 40 begin the day after the contractor receives the ticket. (See Time Allowed for 41 Utility Cuts) 42 The contractor shall identify to the engineer possible locations for settlement 43 of repaired pavement due to backfill of ditch by others. As directed by the 44 engineer, the contractor shall remove and replace existing backfill with 45 washed rock. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-4 SPECIALPROJECTPROCEDURES Page 4 of 12 10 11 12 13 14 15 16 17 18 19 20 21 22 8. 9. The Water Department will estimate the necessary size of the pavement repair on each ticket. Upon receipt of each ticket the engineer shall determine, by measurement, the required size of each repair. All repair sizes shall be approved by the engineer prior to any repair work. 7. CONTRACTOR'S RESPONSIBILITY- Contractor covenants and agrees to fully perform or cause to be performed, with good faith and due diligence, and in accordance with standards common to the industry and herein set forth in these Contract Documents which is hereby incorporated and made a part of this contract, pavement repair to be ordered by the City at various times and to be performed at various places by separate repair tickets. The City may designate pavement to be repaired by furnishing to the contractor a marked drawing, or street addresses contained in a written order or by marking in the field by paint or other means, or by any or all combinations of said methods of designation. The contractor agrees that no work will be performed without written authorization from the individual designated in writing by the Director of the Water Department. REpUIRED CREW, PERSONNEL & EpUIPMENT- Although there are no guarantees of work, the contractor shall be required to furnish sufficient personnel and equipment capable of completely finishing an average of fifty (50) utility cut tickets with an aggregate average of seven hundred-fifty (750) square yards of permanent pavement repair each week. TIME ALLOWED FOR UTILITY CUTS- 23 The contractor shall assist the engineer in measuring each pavement repair 24 before any work is started. 25 A repair ticket will be issued for each utility cut after measurement and 26 twenty-one (21) calendar days beginning the day after the ticket is issued will 27 be allowed for final completion of each utility cut. (See Scope of Work) 28 10. LIQUIDATED DAMAGES- 29 Failure to complete work on time: The owner and the contractor agree that it 30 will be most difficult or impossible to ascertain the amount of damages that 31 will be sustained by the owner if the contractor fails to complete the work in 32 the allotted time, but they both agree that the owner would sustain substantial 33 damages in such event. Accordingly, if the contractor fails to complete the 34 contract in the calendar days specified, a time charge shall be made for each 35 working day thereafter, not as a penalty but as liquidated damages. 36 The contractor shall pay liquidated damages of twenty-five dollars ($25.00) 37 per day per ticket for each repair cut not completed within twenty-one (21) 38 calendar days and liquidated damages shall end on day that repairs are 39 completed 40 Should the amount otherwise due the contractor be less than the amount of 41 such ascertained and liquidated damages, the contractor and his surety shall 42 be liable to the City of such delivery. 43 44 45 46 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-5 SPECIALPROJECTPROCEDURES Page 5 of 12 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 11. SUBMISSION OF BIDS- The proposal sections of this special contract document is arranged to allow the owner to make payment based on size of repair. The contractor is required to submit a bid on all proposals Unit I, Unit II, Unit III, Unit IV and Unit V. Unit I will generally consist of small patch, less than or equal to 200 square feet. Unit II will generally consist of inedium patch, greater than 200 square feet and less than 1,000 square feet. Unit III will generally consist of large patch, greater than 1,000 square feet. Unit IV will generally consist of patches where applicable base has already been installed. Unit V will generally consist of items necessary for each size utility cut repair. The total low bidder, Units I, II, III, IV and V is the apparent successful bidder. If contractor does not bid all five units of the proposal, the bid will be considered as "non-responsive" and will be rejected by the Water Department. 12. MAINTENANCE SOND- A maintenance bond in the amount of one hundred percent (100%) of the contract amount shall be furnished for a period of two (2) years from the date of final acceptance of the work will be required on this project. 18 C. Related Specification Sections include, but are not necessarily limited to: 19 1. Division 0- Bidding Requirements, Contract Forms and Conditions of the Contract 20 2. Division 1- General Requirements 21 3. Section 33 12 25 - Connection to Existing Water Mains 22 1.2 PRICE AND PAYMENT PROCEDURES 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) AdditionalInsurance 5) Insurance Certificates 6) Other requirements associated with general coordination with Railroad, including additional employees required to protect the right-of-way and property of the Railroad from damage arising out of and/or from the construction of the Project. 2. Railroad Flagmen a. Measurement 1) Measurement for this Item will be per working day. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for each working day that Railroad Flagmen are present at the Site. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-6 SPECIALPROJECTPROCEDURES Page 6 of 12 1 2 3 4 5 6 7 c. The price bid shall include: 1) Coordination for scheduling flagmen 2) Flagmen 3) Other requirements associated with Railroad 3. All other items a. Work associated with these Items is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 8 1.3 REFERENCES 9 A. Reference Standards 10 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. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 14 High Voltage Overhead Lines. 15 1.4 ADMINISTRATIVE REQUIREMENTS 16 A. Coordination with the Texas Department of Transportation 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. When work in the right-of-way which is under the jurisdiction of the Texas Department of Transportation (TxDOT): a. Notify the Texas Department of Transportation prior to commencing any work therein in accordance with the provisions of the permit b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage-type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-7 SPECIALPROJECTPROCEDURES Page 7 of 12 1 2 3 c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 4 1. Provide and follow approved Confined Space Entry Program in accordance with 5 OSHA requirements. 6 2. Confined Spaces include: 7 a. Manholes 8 b. All other confined spaces in accordance with OSHA's Permit Required for 9 Confined Spaces 10 DELETE the below item, if not required for project The following link is to Fact Sheet re: Air 11 Permitting: 12 https://www.tceq.texas.gov/assets/public/permitting/air/factsheets/permit-factsheet.pdf 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 D. TCEQ Air Permit 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. E. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section O1 31 13 F. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. G. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to beginning any construction activity on each block in the project area. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 013513-8 SPECIALPROJECTPROCEDURES Page 8 of 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre-construction notification' flyer is attached as Exhibit A. 3) City of Fort Worth Door Hangers will be provided to the Contractor for distribution with their notice. 4) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 5) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer and door hangers are delivered to all residents of the block. H. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number 3) Date of the interruption of service 4) Period the interruption will take place 5) Name of the contractor's foreman and phone number 6) Name of the City's inspector and phone number c. A sample of the temporary water service interruption notification is attached as Exhibit B. d. Deliver a copy of the temporary interruption notification to the City inspector for review prior to being distributed. e. No interruption of water service can occur until the flyer has been delivered to all affected residents and businesses. f. Electronic versions of the sample flyers can be obtained from the Project Construction Inspector. I. Coordination with United States Army Corps of Engineers (USACE) 1. At locations in the Project where construction activities occur in areas where USACE permits are required, meet all requirements set forth in each designated permit. 46 J. Coordination within Railroad Permit Areas CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 0B 1B 2B 3B 4B 5B 6B 7B 8B 9B PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 01 35 13- 12 SPECIALPROJECTPROCEDURES Page 12 of 12 1 2 EXHIBIT B �� - DOE I'!O. XXXX Project llame: rIOTICE OF TEMPORARY WATER SLRVICE II�ITERRLiPTIOI�t DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE FIOURS OF _ AND IF YOU AAVE QUESTIONS ABOUT TffiS SHUT-OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CiTY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR 3 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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. 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 2 SECTION O1 50 00 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 16 17 18 1.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 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. Se responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 1 2 3 4 5 6 7 8 9 10 11 015000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 L11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS [NOT USED] 17 PART 3- EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 2 SECTION O1 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. 1.2 PRICE AND PAYMENT PROCEDURES- 12 Given the nature of this contract Street Use Permits will be paid for at the pre- 13 bid price of $100.00 each and Traffic Control Plans will be paid for on an as 14 needed basis. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0- Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1- General Requirements 18 3. Section 34 71 13 - Traffic Control 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various Items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this specification refer to the current reference standard 26 published at the time of the latest revision date logged at the end of this 27 specification, unless a date is specifically cited. 28 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 29 1.4 ADMINISTRATIVE REQUIREMENTS 30 31 32 33 34 35 36 37 38 39 A. Traffic Control 1. General a. Contractor shall minimize lane closure and impact to vehicular/pedestrian traffic. b. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. c. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 22, 2021 City Project No. UCO1-2024 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2) A traffic control "Typical" published by City of Fort Worth, the Texas Manual Unified Traffic Control Devices (TMUTCD) or Texas Department of Transportation (TxDOT) can be used as an alternative to preparing projecUsite specific traffic control plan if the typical is applicable to the specific project/site. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. 21 D. Removal of Street Sign 22 1. If it is determined that a street sign must be removed for construction, then contact 23 City Transportation and Public Works Department, Signs and Markings Division to 24 remove the sign. 25 E. Temporary Signage 26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 28 Devices (MUTCD). 29 30 31 32 33 34 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's website. 35 1.5 SUBMITTALS 36 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 22, 2021 City Project No. UCO1-2024 0B 1B 2B 3B 4B 5B 6B 7B 8B 9B 01 57 13 - 1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 2 SECTION O1 57 13 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 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 14 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 18 19 20 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. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 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. 40 1.5 SUBMITTALS 41 42 43 44 45 46 47 A. SWPPP 1. Submit in accordance with Section O1 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 58 13 TEMPORARY PROJECT SIGNAGE 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 21 1.7 CLOSEOUT SUSMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 28 29 30 31 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 31 END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 2 SECTION O1 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 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 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 25 26 27 28 29 30 31 32 33 1.7 CLOSEOUT SUSMITTALS [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. C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 016600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 2 3 4 5 6 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. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 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 C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. � 9. 10 Store in manufacturers' unopened containers. 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. Keep public and private driveways and street crossings open. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 22 23 24 25 26 27 28 29 30 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B oi�000-i MOBILIZATION AND REMOBILIZATION Page 1 of 3 2 3 PART1- GENERAL SECTION O1 70 00 MOBILIZATION AND REMOBILIZATION 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor's operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor's personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor's operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised November 22, 2016 City Project No. UCO1-2024 oi �000-z MOBILIZATION AND REMOBILIZATION Page 2 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor's operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor's personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. Although this contract is considered a miscellaneous type contract, all 21 mobilizations and demobilizations will be considered subsidiary to the work to 22 be performed. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 25 2. Division 1— General Requirements 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 35 1.3 REFERENCES [NOT USED] 36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS [NOT USED] 38 1.6 INFORMATIONAL SUSMITTALS [NOT USED] 39 1.7 CLOSEOUT SUSMITTALS [NOT USED] 40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 41 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised November 22, 2016 City Project No. UCO1-2024 0B 1B 2B 3B 4B 5B 6B 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 2 3 PART1- GENERAL SECTION O1 71 23 CONSTRUCTION STAKING AND SURVEY 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 10 11 12 1.2 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 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Staking a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "Construction Staking". 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the 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 form of "cut sheets" using the City's standard template. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As-Built Survey a. Measurement 1) Measurement for this Item shall be by lump sum. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the lump sum price bid for "As-Built Survey". CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised February 14, 2018 City Project No. UCO1-2024 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2 3 4 5 6 7 8 9 2) Payment for "Construction Staking" shall be made in partial payments prorated by work completed compared to total work included in the lump sum item. c. The price bid shall include, but not be limited to the following:: 1) Field measurements and survey shots to identify location of completed facilities. 2) Documentation and submittal of as-built survey data onto contractor redline plans and digital survey files. 10 1.3 REFERENCES 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 A. Definitions 1. Construction Survev - 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 Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Stakin� — 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. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — O1 71 23.16.01_ Attachment A_Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 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 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section O1 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised February 14, 2018 City Project No. UCO1-2024 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut-Sheets" conforming to the standard template provided by the City 4 (refer to O1 71 23.16.01 — Attachment A— Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 8 9 10 11 12 13 14 15 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 O1 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. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2. Coordination a. Contact City's Project Representative at least one week in advance notifying the City of when Construction Staking is scheduled. b. It is the Contractor's responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a. Contractor is responsible for preserving and maintaining stakes. If City surveyors are required to re-stake for any reason, the Contractor will be responsible for costs to perform staking. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed disturbed or omitted that the contracted Work cannot take place then the Contractor will be required to stake or re-stake the deficient areas. B. Construction Survey 1. Construction Survey will be performed by the Contractor. 2. Coordination a. Contractor to verify that horizontal and vertical control data established in the design survey and required for construction survey is available and in place. 3. General a. Construction survey will be performed in order to construct the work shown on the Construction Drawings and specified in the Contract Documents. b. For construction methods other than open cut, the Contractor shall perform construction survey and verify control data including, but not limited to, the following: 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised February 14, 2018 City Project No. UCO1-2024 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the location of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested, to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents. 17 C. As-Built Survey 18 1. Required As-Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as-built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as-built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as-built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 37 (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub-outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines (non-gravity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 48 etc. 3) Stormwater — Not Applicable CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised February 14, 2018 City Project No. UCO1-2024 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 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 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1. Recovery of relevant control points, points of curvature and points of intersection. 2. Establish temporary horizontal and vertical control elevations (benchmarks) sufficiently permanent and located in a manner to be used throughout construction. 3. The location of planned facilities, easements and improvements. a. Establishing final line and grade stakes for piers, floors, grade beams, parking areas, utilities, streets, highways, tunnels, and other construction. b. A record of revisions or corrections noted in an orderly manner for reference. c. A drawing, when required by the client, indicating the horizontal and vertical location of facilities, easements and improvements, as built. 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all construction staking projects. These cut sheets shall be on the standard city template which can be obtained from the Survey Superintendent (817-392-7925). 5. Digital survey files in the following formats shall be acceptable: a. AutoCAD (.dwg) b. ESRI Shapefile (.shp) CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised February 14, 2018 City Project No. UCO1-2024 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original proj ect 4 control and benchmarks, and shall include feature descriptions 5 PART 3 - EXECUTION 6 3.1 INSTALLERS 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 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 .O.lft 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. Surveying instruments shall be kept in close adjustment according to manufacturer's specifications or in compliance to standards. The City reserves the right to request a calibration report at any time and 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 field work shall correspond to the client's plans. Irregularities or conflicts found shall be reported promptly to the City. 4. Revisions, corrections and other pertinent data shall be logged for future reference. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised February 14, 2018 City Project No. UCO1-2024 0B 1B 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 017423-1 CLEANING Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 SECTION O1 74 23 CLEANING 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 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUSMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 30 31 32 33 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 7 8 9 10 11 12 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] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 25 26 27 28 29 30 31 32 A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 017423-3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on-site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 C. Interior Final Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other foreign materials from sight-exposed surfaces. 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polish glossy surfaces to a clear shine. 5. Ventilating systems a. Clean permanent filters and replace disposable filters if units were operated during construction. b. Clean ducts, blowers and coils if units were operated without filters during construction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop office and control room floors. D. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 0B 1B 2B 3B 01 77 19 - 1 CLOSEOUT REQUIREMENTS Page 1of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 are20 satisfactorily filed with the City.21 B. Release of Liens or Claims22 1. No application for final payment will be accepted until satisfactory evidence of23 release of liens has been submitted to the City.24 1.5 SUBMITTALS 25 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 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 Section9 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, in15 writing within 10 business days, of any particulars in which this inspection16 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 the19 City.20 3. The Right-of-way shall be cleared of all construction materials, barricades, and21 temporary signage.22 4. Upon completion of Work associated with the items listed in the City's written23 notice, inform the City that the required Work has been completed. Upon receipt of24 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 Inspection39 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).40 E. Supporting Documentation41 01 77 19 - 3 CLOSEOUT REQUIREMENTS Page 3of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 22, 2021 1. Coordinate with the City Project Representative to complete the following1 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 Supporting11 Documentation, in accordance with General Conditions, City will issue Letter of12 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 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 15 16 17 1.2 18 19 20 21 1.3 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements PRICE AND PAYMENT PROCEDURES 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. REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section O1 33 00 . All submittals shall be 28 approved by the Ciry prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 31 32 33 34 35 36 37 A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8'/z inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 017823-2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 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. Sinders 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 0&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 017823-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 017823-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUSMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 0B 1B 2B 3B 4B 5B 6B 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION O1 78 39 PROJECT RECORD DOCUMENTS 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 23 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 28 29 30 31 32 33 34 35 36 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 pocuments 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. C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project UCO1-2024 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 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. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 31 32 33 34 35 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project UCO1-2024 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section O1 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings, by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project UCO1-2024 0B 1B 2B 3B 024114-1 UTILITY REMOVAL/ABANDONMENT 1 OSECTION 02 41 14 2 UTILITY REMOVAL/ABANDONMENT 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: Page 1 of 17 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves 11 e. Fire Hydrants 12 f. Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 m. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 0. Storm Sewer Inlets 22 p. Sox Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 B. Deviations from this City of Fort Worth Standard Specification 1. UTILITY AD.JUSTMENT- This item is included for the basic purpose of establishing a contract price which will be comparable to the final cost of making necessary adjustments required due to utility cut repairs to water, sanitary sewer, natural gas service lines and appurtenances including irrigation lines (sprinkler systems), etc. where such lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarantee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the Proposal. It shall be the contractor's responsibility to provide the services of a licensed plumber to make the utility adjustments determined necessary by the engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the engineer. Should the contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired or adjusted by the contractor at the contractor's expense. The payment to the contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the contractor in handling the utility adjustments. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 024114-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 17 1 2 3 4 5 6 7 8 9 10 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 5. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 6. Section 33 11 11 — Ductile Iron Fittings 7. Section 33 11 13 — Concrete Pressure Pipe, Bar-wrapped, Steel Cylinder Type 8. Section 33 11 14 — Buried Steel Pipe and Fittings 9. Section 33 12 25 — Connection to Existing Water Mains 11 1.2 PRICE AND PAYMENT PROCEDURES 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Utility Lines 1. Abandonment of Utility Line by Grouting a. Measurement 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 024114-3 UTILITY REMOVAL/ABANDONMENT Page 3 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed. 4. Manhole Abandonment a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Abandon Manhole" for: a) Various diameters b) Various types c. The price bid shall include: 1) Removal and disposal of manhole cone 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Concrete 5) Acceptable material for backfilling manhole void 6) Pavement removal 7) Excavation 8) Hauling 9) Disposal of excess materials 10) Furnishing, placement and compaction of backfill 11) Surface restoration 12) Clean-up 5. Cathodic Test Station Abandonment a. Measurement 1) Measurement for this Item will be per each cathodic test station to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Abandon Cathodic Test Station". c. The price bid shall include: 1) Abandon cathodic test station 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 024114-4 UTILITY REMOVAL/ABANDONMENT Page 4 of 17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 B. Water Lines and Appurtenances 1. Installation of a Water Line Pressure Plug a. Measurement 1) Measurement for this Item shall be per each pressure plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Pressure Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing pressure plug 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 024114-5 UTILITY REMOVAL/ABANDONMENT Page 5 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Water Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and Salvage of valve 2) CLSM 3) Delivery to City 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up 5. Water Valve Abandonment a. Measurement 1) Measurement for this Item will be per each water valve to be abandoned. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Abandon Water Valve" for: a) Various Sizes c. The price bid shall include: 1) Abandonment of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 6. Fire Hydrant Removal and Salvage a. Measurement 1) Measurement for this Item will be per each fire hydrant to be removed. b. Payment C1TY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 024114-6 UTILITY REMOVAL/ABANDONMENT Page 6 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Fire Hydrant". c. The price bid shall include: 1) Removal and salvage of fire hydrant 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 7. Water Meter Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Meter" for: a) Various sizes 2) If a"Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2-inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 8. Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Sampling Station". c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 024114-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7) Furnishing, placement and compaction of backfill 8) Clean-up 9. Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Removal, salvage and delivery of any valves to City, if applicable 4) Removal, salvage and delivery of any water meters to City, if applicable 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess materials 9) Furnishing, placement and compaction of backfill 10) Clean-up C. Sanitary Sewer Lines and Appurtenances 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Sewer Abandonment Plug" for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Sanitary Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Sewer Manhole" for: a) Various diameters CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 024114-8 UTILITY REMOVAL/ABANDONMENT Page 8 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3 c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Cutting and plugging of existing sewer lines 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess materials 8) Furnishing, placement and compaction of backfill 9) Clean-up Sanitary Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 024114-9 UTILITY REMOVAL/ABANDONMENT Page 9 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 L c. 1) Measurement for this Item will be per each storm sewer manhole to be removed. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Manhole Riser" for: a) Various sizes The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Junction Box" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Storm Sewer Junction Structure Removal a. Measurement 1) Measurement for this Item will be per each storm sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Storm Junction Structure" location. c. The price bid shall include: 1) Removal and disposal of junction structure 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 02 41 14 - 10 UTILITY REMOVAL/ABANDONMENT Page 10 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 7) Furnishing, placement and compaction of backfill 8) Clean-up 5. Storm Sewer Inlet Removal a. Measurement 1) Measurement for this Item will be per each storm sewer inlet to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Storm Inlet" for: a) Various types b) Various sizes c. The price bid shall include: 1) Removal and disposal of inlet 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 6. Storm Sewer Junction Box Removal a. Measurement 1) Measurement for this Item shall be per linear foot of existing storm sewer box to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. c. The price bid shall include: 1) Removal and disposal of Storm Sewer Box 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 7. Headwall/SET Removal a. Measurement 1) Measurement for this Item will be per each headwall or safety end treatment (SET) to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Headwall/SET". c. The price bid shall include: 1) Removal and disposal of Headwall/SET 2) Pavement removal 3) Excavation 4) Hauling CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 02 41 14 - 11 UTILITY REMOVAL/ABANDONMENT Page ll of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1.3 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 8. Trench Drain Removal a. Measurement 1) Measurement for this Item shall be per linear foot of storm sewer trench drain to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Trench Drain" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of storm sewer line 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Contact Inspector and the Water Department Field Operation Storage Yard for 25 coordination of salvage material return. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING 32 A. Storage and Handling Requirements 33 1. Protect and salvage all materials such that no damage occurs during delivery to the 34 City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 02 41 14 - 12 UTILITY REMOVAL/ABANDONMENT Page 12 of 17 1 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ASANDONMENT 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 A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details. B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: a) A fabricated plug restrained by welding or by a Snap Ring in accordance with Section 33 11 13; or CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 02 41 14 - 13 UTILITY REMOVAL/ABANDONMENT Page 13 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 E 3 4 5 7 : b) A blind flange in accordance with Section 33 11 13 3) Perform Cut and Plug in accordance with Section 33 12 25. d. Buried Steel Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug using: a) A fabricated plug restrained by welding in accordance with Section 33 11 14; or b) A blind flange in accordance with Section 33 11 14 3) Perform Cut and Plug in accordance with Section 33 12 25. Water Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Plug with CLSM in accordance with Section 03 34 13. Water Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater from existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. Water Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by Ciry. Water Valve Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of valve bonnet, wedge and stem. c. Fill valve body with CLSM in accordance with Section 03 34 13. 6. Water Valve Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove valve bonnet, wedge and stem. c. Deliver salvaged material to the Water Department Field Operation Storage Yard. d. Protect salvaged materials from damage. e. Fill valve body with CLSM in accordance with Section 03 34 13. Water Valve Abandonment a. Excavate and backfill in accordance with Section 33 05 10. b. Remove the top 2 feet of the valve stack and any valve extensions. c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. Fire Hydrant Removal and Salvage a. Excavate and backfill in accordance with Section 33 05 10. b. Remove Fire Hydrant. c. Place abandonment plug on fire hydrant lead line. d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage Yard. e. Protect salvaged materials from damage. 9. Water Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 02 41 14 - 14 UTILITY REMOVAL/ABANDONMENT Page 14 of 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 11 12 c. City will provide replacement meter for installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non-cast iron meter box lid. 3) Return salvaged material to the Water Department Field Operation Storage Yard. 4) Remove and dispose of ineter box. 10. Water Sample Station Removal and Salvage a. Remove and salvage existing water sample station. b. Deliver salvaged material to the Water Department Field Operation Storage Yard. Concrete Water Vault Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage vault lid. c. Remove and salvage valves. d. Remove and salvage meters. e. Deliver salvaged material to the Water Department Field Operation Storage Yard. f. Remove and dispose of any piping or other appurtenances. g. Demolish and remove entire concrete vault. h. Dispose of all excess materials. Cathodic Test Station Abandonment a. Excavate and backfill in accordance with Section 33 05 10 b. Remove the top 2 feet of the cathodic test station stack and contents. c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. C. Sanitary Sewer Lines and Appurtenances 1. Sanitary Sewer Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of any sewage. c. Plug with CLSM in accordance with Section 03 34 13. 2. Sanitary Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater and dispose of any sewage from the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Sanitary Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by Ciry. 4. Sanitary Sewer Manholes Removal a. All sanitary sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover. d. Deliver salvaged material to the Water Department Field Operation Storage. e. Demolish and remove entire concrete manhole. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 02 41 14 - 15 UTILITY REMOVAL/ABANDONMENT Page 15 of 17 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 f. Cut and plug sewer lines to be abandoned. 5. Sanitary Sewer Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage manhole frame and cover. c. Deliver salvaged material to the Water Department Field Operation Storage. d. Demolish and remove entire concrete manhole. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines and Appurtenances 7 : � 1. Storm Sewer Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater line. c. Plug with CLSM in accordance with Section 03 34 13. 2. Storm Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Storm Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and properly dispose as approved by Ciry. 4. Storm Sewer Manhole Removal a. All storm sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Demolish and remove entire concrete manhole. d. Cut and plug storm sewer lines to be abandoned. 5. Storm Sewer Junction Box and/or Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete structure. c. Cut and plug storm sewer lines to be abandoned. 6. Storm Sewer Inlet Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. Storm Sewer Box Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by Ciry. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. c. Cut and plug storm sewer lines to be abandoned. Storm Sewer Trench Drain Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove existing pipe line and dispose as approved by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 02 41 14 - 16 UTILITY REMOVAL/ABANDONMENT Page 16 of 17 1 2 3 4 5 6 7 8 9 10 11 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [ou] SITE QUALITY CONTROL 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] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 0B 1B 2B 3B 4B 5B 6B 7B 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 1 of 4 1 2 SECTION 03 34 16 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A. Section includes: 1. Concrete base material for trench repair B. Deviations from this City of Fort Worth Standard Specification 1. STANDARD BASE REPAIR FOR UNIT I- Regardless of the existing pavement type, base repair for Unit I shall be either min. 8" concrete base material or min. 5" reinforced concrete base as directed by engineer. Any deviation from standard repair shall be approved by the Water Department. 2. CONCRETE BASE REPAIR FOR UNIT II & UNIT III- When concrete base is required for repairs > 200 square feet in area, the base repair shall be either min. 8" concrete base material or min 5" reinforced concrete base as directed by the engineer. Any deviation from standard repair shall be approved by the Water Department. 3. PAYMENT (1.2-A-2.) - 8-inch Concrete Base Material and 5-inch Reinforced Concrete Base shall be paid for in Units I, II & III at the bid price per square yard. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 03 30 00 — Cast-in-Place Concrete 25 1.2 PRICE AND PAYMENT PROCEDURES 26 27 28 29 30 31 32 A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 33 1.3 REFERENCES 34 A. Reference Standards 35 1. Reference standards cited in this Specification refer to the current reference 36 standard published at the time of the latest revision date logged at the end of this 37 Specification, unless a date is specifically cited. 38 39 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 033416-2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 B. ASTM International (ASTM) : 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. 2. C33, Standard Specification for Concrete Aggregates. 3. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 4. C 143, Standard Test Method for Slump of Hydraulic-Cement Concrete. 5. C 172, Standard Practice for Sampling Freshly Mixed Concrete. 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method. 7. C260, Standard Specification for Air-Entraining Admixtures for Concrete. 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. 9. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- Cement Concrete. 16 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 17 1.5 SUBMITTALS 18 A. Provide submittals in accordance with Section O1 33 00. 19 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 20 specials. 21 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 22 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 23 of low density concrete backfill work. 24 1.7 CLOSEOUT SUSMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 28 1.11 FIELD CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 32 33 34 35 36 37 38 2.2 PRODUCT TYPES AND MATERIALS A. Mix Design 1. Performance requirements a. Concrete Base Material for Trench Repair 1) 28-day compressive strength of not less than 750 psi and not more than 1,200 psi. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2.3 B. Materials 1. Portland cement a. Type II low alkali portland cement as specified in Section 03 30 00. 2. Fly ash a. Class F fly ash in accordance with ASTM C618. 3. Water a. As specified in Section 03 30 00. 4. Admixture a. Air entraining admixture in accordance with ASTM C260. 5. Fine aggregate a. Concrete sand (does not need to be in accordance with ASTM C33). b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no plastic fines shall be present. 6. Coarse aggregate a. Pea gravel no larger than 3/8 inch. ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION [NOT USED] 21 3.3 PREPARATION [NOT USED] 22 23 24 25 26 27 28 29 30 31 A. Place concrete base material by any method which preserves the quality of the material in terms of compressive strength and density. 1. The basic requirement for placement equipment and placement methods is the maintenance of its fluid properties. 2. Transport and place material so that it flows easily around, beneath, or through walls, pipes, conduits, or other structures. 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where required) such that when placed, the material is self-compacting, self-densifying, and has sufficient plasticity that compaction or mechanical vibration is not required. 32 3.5 REPAIR [NOT USED] 33 3.6 RE-INSTALLATION [NOT USED] 34 3.7 FIELD QUALITY CONTROL 35 A. General 36 1. Make provisions for and furnish all material for the test specimens, and provide 37 manual assistance to assist the Engineer in preparing said specimens. 38 2. Be responsible for the care of and providing curing condition for the test specimens. 3.4 INSTALLATION CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 0B 1B 2B 3B 038000-1 MODIFICATIONS TO EXISTING CONCRETE Page 1 of 7 2 SECTION 03 80 00 MODIFICATIONS TO EXISTING CONCRETE STRUCTURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 1. Modifications to existing concrete structures, including: a. Manholes b. Junction boxes c. Vaults d. Retaining walls e. Wing and head walls f. Culverts 2. This section does not include modifications to Reinforced Concrete Pipe. B. Deviations from this City of Fort Worth Standard Specification 1. REPAIR OF STORM DRAIN STRUCTURES- This pay item shall apply to all storm drain structures such as inlets, manholes, headwalls or other facilities which, in the opinion of the engineer require repair. The contractor shall remove and replace the tops of el,tisting drainage structures and a portion of the walls of the structure as directed by the engineer. The vertical reinforcing steel bars in the walls shall be cleaned of any concrete or dirt and exposed a minimum of twelve inches (12"). New steel shall be used in the reconstruction of the walls and top. No payment shall be made for manhole frames, lids, steps and other miscellaneous items of construction, as they shall be considered subsidiary to the unit price bid for Repair of Storm Drain Structures. Unless directed otherwise by the engineer, the eacisting manhole frames, lids and other miscellaneous items may be reused. Storm Drain Structure Repair shall be performed in conformance with specifications "Cast in Place Manhole and Junction Boxes" (33 49 10), "Curb and Drop Inlets" (33 49 20), "Storm Drainage Headwalls and Wingwalls" (33 49 40) and Details D-405 through D-413 and shall further apply to all storm drainage facilities of a similar design and construction. Payment for Repair of Storm Drain Structures shall be made by the cubic yard of concrete required to reconstruct the structure as well as all steel, etc. in conformance with the appropriate drawings. C. Related Specification Sections include, but are not necessarily limited to: 1 E Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract Division 1 — General Requirements CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 038000-2 MODIFICATIONS TO EXISTING CONCRETE Page 2 of 7 1 1.2 PRICE AND PAYMENT PROCEDURES 2 3 4 5 6 7 8 A. Measurement and Payment 1. Measurement a. This Item is considered subsidiary to the structure or Items being placed. 2. Payment a. The work performed and the materials furnished in accordance with this Item are subsidiary to the structure or Items being placed and no other compensation will be allowed. 9 1.3 REFERENCES 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1.4 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. A615, Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. b. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete. c. C882, Standard Test Method for Bond Strength of Epoxy-Resin Systems Used with Concrete by Slant Sheer. d. D570, Standard Test Method for Water Absorption of Plastics. e. D638, Standard Test Method for Tensile Properties of Plastics. f. D695, Standard Test Method for Compressive Properties of Rigid Plastics. g. D732, Standard Test Method for Shear Strength of Plastics by Punch Tool. h. D790, Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. B. Where reference is made to 1 of the above standards, the revision in effect at the time of bid opening applies. ADMINISTRATIVE REQUIREMENTS [NOT USED] 29 1.5 SUBMITTALS 30 A. Provide submittals in accordance with Section O1 33 00. 31 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 32 specials. 33 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Submit manufacturer's Product Data on all product brands proposed for use to the 36 Engineer for review. 37 2. Include the manufacturer's installation and/or application instructions. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 038000-3 MODIFICATIONS TO EXISTING CONCRETE Page 3 of 7 1 1.7 CLOSEOUT SUSMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE 4 5 6 7 8 9 10 A. When removing materials or portions of existing structures and when making openings in existing structures, take precautions and all erect all necessary barriers, shoring and bracing, and other protective devices to prevent damage to the structures beyond the limits necessary for the new work, protect personnel, control dust, and to prevent damage to the structures or contents by falling or flying debris. B. Core sanitary sewer manhole penetrations. 1.10 DELIVERY, STORAGE, AND HANDLING 11 A. Deliver the specified products in original, unopened containers with the manufacturer's 12 name, labels, product identification, and batch numbers. 13 B. Store and condition the specified product as recommended by the manufacturer. 14 1.11 FIELD CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 PRODUCT TYPES AND MATERIALS 19 A. Manufacturers 20 1. In other Part 2 articles where titles below introduce lists, the following requirements 21 apply to product selection: 22 a. Available Products 23 1) Subject to compliance with requirements, products that may be 24 incorporated into the Work include, but are not limited to, products 25 specified. 26 b. Available Manufacturers 27 1) Subject to compliance with requirements, manufacturers offering products 28 that may be incorporated into the Work include, but are not limited to, 29 manufacturers specified. 30 B. Materials 31 1. General 32 a. Comply with this Section and any state or local regulations. 33 C. Steel Reinforcement 34 1. Reinforcing Bars 35 a. ASTM A615, Grade 60, deformed. 36 D. Epoxy Bonding Agent CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 038000-4 MODIFICATIONS TO EXISTING CONCRETE Page 4 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. A 2-component, solvent-free, asbestos-free, moisture-insensitive epoxy resin material used to bond plastic concrete to hardened concrete complying with the requirements of ASTM C881, Type V, and the additional requirements specified herein. 2. Properties of the cured material a. Compressive Strength (ASTM D695) 1) 8,500 psi minimum at 28 days b. Tensile Strength (ASTM D638) 1) 4,000 psi minimum at 14 days c. Flexural Strength (ASTM D790 - Modulus of Rupture) 1) 6,300 psi minimum at 14 days d. Shear Strength (ASTM D732) 1) 5,000 psi minimum at 14 days e. Water Absorption (ASTM D570 - 2 hour boil) 1) 1 percent maximum at 14 days f. Bond Strength (ASTM C882) Hardened to Plastic 1) 1,500 psi minimum at 14 days moist cure g. Color 1) Gray h. Available Manufacturers: 1) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi-Mod 2) BASF, Cleveland, Ohio - Concresive 1438 E. Epoxy Paste 1. A 2-component, solvent-free, asbestos free, moisture insensitive epoxy resin material used to bond dissimilar materials to concrete such as setting railing posts, dowels, anchor bolts, and all-threads into hardened concrete and complying with the requirements of ASTM C881, Type I, Grade 3, and the additional requirements specified herein. 2. Properties of the cured material a. Compressive Properties (ASTM D695): 10,000 psi minimum at 28 days b. Tensile Strength (ASTM D638): 3,000 psi minimum at 14 days. Elongation at Break - 0.3 percent minimum c. Flexural Strength (ASTM D790 - Modulus of Rupture): 3,700 psi minimum at 14 days d. Shear Strength (ASTM D732): 2,800 psi minimum at 14 days e. Water Absorption (ASTM D570): 1.0 percent maximum at 7 days f. Bond Strength (ASTM C882): 2,000 psi at 14 days moist cure g. Color: Concrete grey h. Available Manufacturers 1) Overhead Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur 32, Hi-Mod LV b) SASF - Concresive 1438 2) AllOther Applications a) Sika Corporation, Lyndhurst, New Jersey - Sikadur Hi-mod LV 31 b) SASF - Concresive 1401 46 F. Repair Mortars CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20. 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 038000-5 MODIFICATIONS TO EXISTING CONCRETE Page 5 of 7 1 2 3 4 5 6 7 8 9 10 11 12 13 1. Provide an asbestos free, moisture insensitive, polymer-modified, Portland cement- based cementitious trowel grade mortar for repairs on horizontal or vertical surfaces. a. Available Manufacturers 1) Sika Corporation, Lyndhurst New Jersey - SikaTop 122 2) BASF — Emaco Nanocrete R3 G. Pipe Penetration Sealants 1. 1 component polyurethane, extrudable swelling bentonite-free waterstop that is chemically resistant, not soluble in water and capable of withstanding wet/dry cycling. a. Available Manufacturers 1) Sika Corporation, Lyndhurst New Jersey — SikaSwell S-2 2) Approved equal 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL [NOT USED] 16 PART 3 - EXECUTION 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION 20 A. General 21 1. Cut, repair, reuse, demolish, excavate or otherwise modify parts of the existing 22 structures or appurtenances, as indicated on the Drawings, specified herein, or 23 necessary to permit completion of the Work. Finishes, joints, reinforcements, 24 sealants, etc., are specified in respective Sections. Comply with other requirements 25 of this of Section and as shown on the Drawings. 26 2. Store, mix, and apply all commercial products specified in this Section in strict 27 compliance with the manufacturer's recommendations. 28 3. Make repairs in all cases where concrete is repaired in the vicinity of an expansion 29 joint or control joint to preserve the isolation between components on either side of 30 the joint. 31 4. When drilling holes for dowels/bolts at new or existing concrete, stop drilling if 32 rebar is encountered and relocate the hole to avoid rebar as approved by the 33 Engineer. Do not cut rebar without prior approval by the Engineer. 34 35 36 37 38 39 40 B. Concrete Removal 1. Remove concrete designated to be removed to specific limits as shown on the Drawings or directed by the Engineer, by chipping, jack-hammering, or saw-cutting as appropriate in areas where concrete is to be taken out. Do not jackhammer sanitary sewer manhole penetrations. Remove concrete in such a manner that surrounding concrete or existing reinforcing to be left in place and existing in place equipment is not damaged. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 038000-6 MODIFICATIONS TO EXISTING CONCRETE Page 6 of 7 2. Where existing reinforcing is exposed due to saw cutting/core drilling and no new material is to be placed on the sawcut surface, apply a coating or surface treatment of epoxy paste to the entire cut surface to a thickness of 1/4 inch. 4 3. In all cases where the joint between new concrete or grout and existing concrete 5 will be exposed in the finished work, except as otherwise shown or specified, 6 provide a 1-inch deep saw cut on each exposed surface of the existing concrete at 7 the edge of concrete removal. 8 4. Repair concrete specified to be left in place that is damaged using approved means 9 to the satisfaction of the Engineer. 10 11 12 5. The Engineer may from time to time direct additional repairs to existing concrete. Make these repairs as specified or by such other methods as may be appropriate. C. Connection Surface Preparation 13 1. Prepare connection surfaces as specified below for concrete areas requiring 14 patching, repairs or modifications as shown on the Drawings, specified herein, or as 15 directed by the Engineer. 16 2. Remove all deteriorated materials, dirt, oil, grease, and all other bond inhibiting 17 materials from the surface by dry mechanical means, i.e., sandblasting, grinding, 18 etc., as approved by the Engineer. Be sure the areas are not less than 1/2-inch in 19 depth. Irregular voids or surface stones need not be removed if they are sound, free 20 of laitance, and firmly embedded into parent concrete, subject to the Engineer's 21 final inspection. 22 3. If reinforcing steel is exposed, it must be cleaned by wire brush or other similar 23 means to remove all contaminants, rust, etc., as approved by the Engineer. If 1/2 of 24 the diameter of the reinforcing steel is exposed, chip out behind the steel. Chip a 25 minimum of 1 inch behind the steel. Do not Damage reinforcing to be saved during 26 the demolition operation. 27 4. Clean reinforcing from existing demolished concrete that is shown to be 28 incorporated in new concrete by wire brush or other similar means to remove all 29 loose material and products of corrosion before proceeding with the repair. Cut, 30 bend, or lap to new reinforcing as shown on the Drawings and provided with 1-inch 31 minimum cover all around. 32 5. The following are specific concrete surface preparation "methods" to be used where 33 called for on the Drawings, specified herein, or as directed by the Engineer. 34 a. Method A 35 1) After the existing concrete surface at connection has been roughened and 36 cleaned, thoroughly moisten the existing surface with water. 37 2) Srush on a 1/16-inch layer of cement and water mixed to the consistency of 38 39 40 41 42 43 44 45 46 47 48 a heavy paste. 3) Immediately after application of cement paste, place new concrete or grout mixture as detailed on the Drawings. b. Method B 1) After the existing concrete surface has been roughened and cleaned, apply epoxy bonding agent at connection surface. 2) Comply strictly with the manufacturer's recommendations for the field preparation and application of the epoxy bonding agent. 3) Place new concrete or grout mixture to limits shown on the Drawings within time constraints recommended by the manufacturer to ensure bond. c. Method C CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCOl-2024 0B 1B 2B 3B 321129-1 LIME TREATED BASE COURSES Page 1 of 10 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 SECTION 32 11 29 LIME TREATED BASE COURSES 1. Treating subgrade, subbase and base courses by the pulverization, addition of lime, mixing and compacting the mix material to the required density. 2. Item applies to the natural ground, embankment, existing pavement; base or subbase courses placed and shall conform to the typical section, lines and grades shown on the Drawings. B. Deviations from this City of Fort Worth Standard Specification 1. LIME STABILIZED SUBGRADE- Upon the direction of the engineer, the contractor shall provide a lime stabilized Subgrade or base in conformance with specifications "Lime Treated Base Courses" (32 11 29). Unless otherwise directed by the engineer, lime shall be applied at the minimum rate of four pounds (4#) per square yard per inch of depth. Payment shall be made by the square yard at the unit price bid for the quantity measured in place and shall include all labor, equipment, material and incidentals necessary to satisfactorily complete the project. No payment shall be made for the hydrated lime as it shall be considered subsidiary to the bid price for lime stabilization. 23 C. Related Specification Sections include, but are not necessarily limited to: 24 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 25 2. Division 1- General Requirements 26 3. Section 31 23 23 - Borrow 27 4. Section 32 11 23 - Flexible Base Courses 28 1.2 PRICE AND PAYMENT PROCEDURES 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Measurement and Payment 1. Hydrated Lime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Hydrated Lime used to prepare slurry at the job site. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hydrated Lime. c. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 2. Commercial Lime Slurry CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-2 LIME TREATED BASE COURSES Page 2 of 10 1 2 3 4 5 6 7 8 9 10 11 12 a. � c. Measurement 1) Measurement for this Item shall be by the ton (dry weight) as calculated from the minimum percent dry solids content of the slurry multiplied by the weight of the slurry in tons delivered. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Commercial Lime Slurry. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 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 3. Quicklime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Quicklime. Measurement for Quicklime in slurry form shall be measured by the ton (dry weight) of the Quicklime used to prepare the slurry. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Quicklime. c. The price bid shall include: 1) Furnishing the material 2) All freight involved 3) All unloading, storing, and handling 4. Lime Treatment a. Measurement 1) Measurement for this Item shall be by the square yard of surface area as established by the widths shown on the Drawings and the lengths measured at placement. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Lime Treatment applied for: a) Various depths c. The price bid shall include: 1) Preparing the roadbed 2) Loosening, pulverizing application of lime, water content in the slurry mixture and the mixing water 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 4) Performing all manipulations required 42 1.3 REFERENCES 43 44 45 46 47 48 A. Definitions 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water delivered to a project in slurry form. 3. Quicklime: dry material consisting of calcium oxide furnished in either of two grades: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-3 LIME TREATED BASE COURSES Page 3 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 1.4 20 1.5 21 1.6 a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of slurry for wet placing. b. Grade S— finely graded quicklime for use only in the preparation of slurry for wet placing. B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. ASTM International (ASTM): a. D698, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) b. D6938, Standard Test Method for In-Place Density and Water Content of Soil and Soil-Aggregate by Nuclear Methods (Shallow Depth) 3. Texas Department of Transportation (TXDOT): a. Tex-101-E, Preparing Soil and Flexible Base Materials for Testing b. Tex-140-E, Measuring Thickness of Pavement Layer c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and Commercial Lime Slurry ADMINISTRATIVE REQUIREMENTS [NOT USED] ACTION SUSMITTALS [NOT USED] ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 22 1.7 CLOSEOUT SUSMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 24 25 26 A. Truck Delivered Lime 27 1. Each truck ticket shall bear the weight of lime measured on certified scales. 28 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 29 delivery of lime to the site. 30 1.11 SITE CONDITIONS 31 A. Start lime application only when the air temperature is at least 35°F and rising or is at 32 least 40°F. Measure temperature in the shade and away from artificial heat. 33 B. Suspend application when the City determines that weather conditions are unsuitable. 34 1.12 WARRANTY [NOT USED] 35 PART 2 - PRODUCTS 36 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 37 2.2 MATERIALS 38 A. General 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND STORAGE CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-4 LIME TREATED BASE COURSES Page 4 of 10 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 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of the proposed material sources and of changes to material sources. 3. Obtain verification from the City that the specification requirements are met before using the sources. 4. The City may sample and test project materials at any time before compaction. B. Lime 1. Hydrated Lime a. pumpable suspension of solids in water b. solids portion of the mixture when considered as a basis of "solids content," shall consist of principally hydrated lime of a quality and fineness sufficient to meet the chemical and physical requirements. 2. Dry Lime: Do not use unless approved by City. 3. Quicklime a. Use quicklime only when specified by the City. b. dry material consisting of essentially calcium oxide. c. Furnished in either of two grades: 1) Grade DS 2) Grade S 4. Furnish lime that meets the following requirements a. Chemical Requirements Table 2 Lime Chemical Re uirements Hydrated Commercial Lime Quicklime Lime Slur Total "active" lime 90.0 Min 87.0 Min content, percent by weight Unhydrated lime 5.0 M� 87.0 Min content, percent by weight Ca0 "Free Water" 5.0 MaY content,percentby wei ht water b. Physical Requirements Table 3 Lime Ph sical Re uirements Hydrated Commercial Lime Quicklime Lime Slur Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' Retained on No. 30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement, As percentage by Weight Residue: Retained on a 1-in sieve 0.0 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 321129-5 LIME TREATED BASE COURSES Page 5 of 10 Retained on a 3/4 -in sieve 10.0 Max Retained on a No. 100 Grade Ds - 80 Min sieve Grade S- no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Max' 1 The amount total "active" lime content, as CaO, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime. 1 2 3 4 5 c. Slurry Grades Table 4 Lime Slurr Grades Minimum Dry Solids Contents b Percenta e of the Slur Grade 1 31 Grade 2 35 Grade 3 46 6 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 7 11 23, for the type and grade shown on the Drawings, before the addition of lime. 8 D. Water: Furnish water free of industrial wastes and other objectionable material. 9 E. Borrow: See Section 31 23 23. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 A. Shape the subgrade or existing base to conform to the typical sections shown on the 17 Drawings or as directed. 18 3.4 INSTALLATION 19 A. General 20 1. Produce a completed course of treated material containing: 21 a. uniform lime mixture, free from loose or segregated areas. 22 b. uniform density and moisture content. 23 c. well bound for full depth. 24 d. with smooth surface and suitable for placing subsequent courses. 25 2. Maximum layer depth of lime treatment in single layer: 8 inches. 26 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact 27 and finish in equal layers not exceeding 5 inches deep. 28 B. Equipment 29 1. General: Provide machinery, tools, and equipment necessary for proper execution 30 of the work. 31 2. Rollers CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-6 LIME TREATED BASE COURSES Page 6 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 3 4 5 a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. Storage Facility a. Store quicklime and dry hydrated lime in closed, weatherproof containers. Slurry Equipment a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or quicklime on the project or other approved location. b. The City may approve other slurrying methods. c. Provide a pump for agitating the slurry when the distributor truck is not equipped with an agitator. Pulverization Equipment a. Provide pulverization equipment that: 1) Cuts and pulverizes material uniformly to the proper depth with cutters that plane to a uniform surface over the entire width of the cut 2) Provides a visible indication of the depth of cut at all times, and uniformly mixes the materials C. Pulverization 1. Pulverize or scarify existing material after shaping so that 100 percent passes a 2 1/2 inch sieve. 2. If the material cannot be uniformly processed to the required depth in a single pass, excavate and windrow the material to expose a secondary grade to achieve processing to depth as shown in the Drawings. D. Application of Lime 34 1. Uniformly apply lime as shown on the Drawings or as directed. 35 2. Add lime at the percentage specified in Drawings. 36 3. Apply lime only on an area where mixing can be completed during the same 37 working day. 38 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 39 conditions, in the opinion of the City, cause blowing lime to become dangerous to 40 traffic or objectionable to adjacent property owners. 41 5. Slurry Placement 42 a. Hydrated Lime 43 1) Mix Lime with water and apply slurry 44 2) Apply Type B, commercial lime slurry, with a lime percentage not less 45 applicable for grade used 46 3) Distribute lime at the rate shown on the Drawings CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-7 LIME TREATED BASE COURSES Page 7 of 10 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 4) Make successive passes over a measured surface of roadway until the proper moisture and lime content have been achieved. b. Quicklime 1) Spread the residue for the Quicklime slurrying procedure uniformly over the length of the roadway. 2) Residue is primarily inert material with little stabilizing value; however, may contain a small amount of Quicklime particles that slake slowly. A concentration of these particles could cause the compacted stabilized material to swell during slaking. E. Mixing 1. Begin mixing within 6 hours of application of lime. 2. Hydrated lime exposed to the open air for 6 hours or more between application and mixing, or that experiences excessive loss due to washing or blowing, will not be accepted for payment. 5. 6. 7. 8. 9. 10 11 3. Thoroughly mix the material and lime using approved equipment. 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free from all clods and lumps. Do not mix greater than 1 inch deeper than the stabilization depth specified. Materials containing plastic clay or other materials that are not readily mixed with lime shall be mixed as thoroughly as possible at the time of lime application, brought to the proper moisture content and sealed with a pneumatic roller. Allow the mixture to cure for 72 hours or as directed by City. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. Sprinkle the treated materials during the mixing and curing operation to achieve adequate hydration and proper moisture content. After curing, resume mixing until a homogeneous, friable mixture is obtained. After mixing, City will sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 5. 30 Table 5 31 Gradation Re uirements (Minimum % Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 32 No. 4 60 33 34 35 36 37 38 39 40 41 F. Compaction 1. General a. Segin compaction immediately after final mixing. b. Aerate and sprinkle as necessary to provide optimum moisture content. c. Multiple lifts are permitted when shown on the Drawings or approved. d. Bring each layer to the moisture content directed. 2. Rolling a. Begin rolling longitudinally at the sides and proceed toward the center, overlapping on successive trips by at least one-half the width of the roller unit. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-8 LIME TREATED BASE COURSES Page 8 of 10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 b. On superelevated curves, begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 MPH or as directed. e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. 1) Continue work until specification requirements are met. 2) Rework in accordance with Maintenance item of this Section. f. Proof roll the lime treated base course in accordance with the following: 1) Proof Rolling a) City Project Representative must be on-site during proof rolling operations. b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (1) Acceptable equipment includes fully loaded single-axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass) . d) Offset each trip by at most 1 tire width. e) If an unstable or non-uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non-uniform. 3. Density Control a. Compact until the entire depth of the mixture has achieved a uniform density of not less than 95 percent of the maximum density as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 optimum. G. Maintenance 1. Maintain the completed soil lime base in good condition, satisfactory to the City as to grade, crown and cross section until the overlaying or next course is constructed. 2. Keep surface of the compacted course moist until covered by other base or pavement. 3. Reworking a Section a. When a section is reworked within 72 hours after completion of compaction, rework the section to provide the required density. b. When a section is reworked more than 72 hours after completion of compaction, add additional lime at 25 percent of the percentage specified. c. Reworking includes loosening, adding material or removing unacceptable material if necessary, mixing as directed, compacting, and finishing. H. Finishing 42 1. After completing compaction of the final course, clip, skin, or tight-blade the 43 surface of the lime-treated material with a maintainer or subgrade trimmer to a 44 depth of approximately 1/4 inch. 45 2. Remove loosened material and dispose of at an approved location. 46 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth 47 surface is attained. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 321129-9 LIME TREATED BASE COURSES Page 9 of 10 1 4. Add small amounts of water as needed during rolling. 2 5. Shape and maintain the course and surface in conformity with the typical sections, 3 lines, and grades shown on the Drawings or as directed. 4 I. Curing 5 1. Cure for the minimum number of days shown in Table 6 and by finished pavement 6 type: 7 a. Concrete pavement 8 1) Sprinkle with water 9 2) Maintain moisture during curing 10 3) Do not allow equipment on the finished course during curing except as 11 required for sprinkling. 12 b. Asphalt Pavement 13 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 14 2) Do not allow equipment on the finished course during curing. 15 16 17 18 19 3.5 Table 6 Minimum Curin Re uirements Before Placin Subse uent Coursesl Untreated Material Curing (Days) PI <_ 35 2 PI > 35 5 1. Subject to the approval of the City. Proof rolling may be required as an indicator of adequate curing. 2. Begin paving operations or add courses within 14 calendar days of final compaction. REPAIR/RESTORATION [NOT USED] 20 3.6 RE-INSTALLATION [NOT USED] 21 3.7 QUALITY CONTROL 22 23 24 25 26 27 28 29 30 31 32 Q : Density Test 1. City Project Representative must be on site during density testing 2. City to measure density of lime treated base course in accordance with ASTM D6938. 3. Spacing directed by City (1 per block minimum). 4. City Project Representative determines density testing locations. Depth Test 1. In-place depth will be evaluated for each 500-foot roadway section 2. Determine in accordance with Tex-140-E in hand excavated holes. 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 4. City Project Representative determines depth testing locations. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 City Project No. UCO1-2024 32 11 29 - 10 LIME TREATED BASE COURSES Page 10 of 10 1 2 3 4 5 6 7 �� 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 321133-1 CEMENT TREATED BASE COURSES Page 1 of 8 2 3 PART 1- GENERAL 1.1 4 SUMMARY 5 A.Section Includes SECTION 32 11 33 CEMENT TREATED BASE COURSES 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of 7 cement (or CEM-LIMETNI), mixing and compacting the mix material to the required 8 density. 9 2. Item applies to the natural ground, embankment, existing pavement, base or 10 subbase courses placed and shall conform to the typical section, lines and grades 11 shown on the Drawings. 12 3. For asphalt pavement pulverization projects, CEM-LIMET�� (or approved equal) 13 may be used, in lieu of cement, for subgrade soils with high plasticity index 14 (plasticity index (PI) of 15 or above). 15 4. The procedures and methods outlined in this spec for cement applies to CEM- 16 LIMETNI except that CEM-LIMETNI needs to be applied using the slurry method. 17 18 19 20 21 22 23 24 25 5. If the existing asphalt is milled off exposing the subgrade soil, the stabilizing agent may need to be lime, in lieu of cem-lime, for soils with high PI B. Deviations from City of Fort Worth Standards 1. CEMENT STABILIZED SUBGRADE- At the discretion of the engineer, the contractor shall subsidize the subgrade or base material with Portland Cement in conformance with specification "Cement Treated Base Courses" (32 11 33). Unless directed otherwise by the engineer, Cement shall be applied at a minimum rate of five pounds (5#) per square yard per inch of depth. 26 C. Related Specification Sections include but are not necessarily limited to 27 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 28 2. Division 1- General Requirements 29 3. Section 32 11 23 - Flexible Base Courses 30 1.2 PRICE AND PAYMENT PROCEDURES 31 32 33 34 35 36 37 38 39 A.Measurement and Payment 1. Cement a. Measurement 1) Measurement for this Item shall be by the ton (dry weight). b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton (dry weight) of Cement. c. The price bid shall include: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCOl-2024 32 11 33 - 2 CEMENT TREATED BASE COURSES Page 2 of 8 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 1) Furnishing Cement material 2) All freight involved 3) All unloading, storing and handling 2. CEM-LIMET"' a. Measurement 1) Measurement for this Item shall be by the ton (dry weight). b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton (dry weight) of CEM-LIMETM (or approved equal). c. The price bid shall include: 1) Furnishing CEM-LIMETM 2) All freight involved 3) All unloading, storing and handling 3. Cement Treatment a. Measurement 1) Measurement for this Item shall be by the square yard of surface area. 2) The dimensions for determining the surface area are established by the widths shown on the Drawings and the lengths measured at placement. L c. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Cement Treatment placed for: a) Various depths The price bid shall include: 1) Pulverizing or providing the soil material 2) Handling, hauling and spreading dry or slurry cement 3) Mixing the cement with the soil either in-place or in a mixing plant 4) Furnishing, hauling and mixing water with the soil-cement mixture 5) Spreading and shaping the mixture; compacting the mixture, including all rolling required for compaction 6) Surface finishing 7) Water and sprinkling 8) Curing 74 1.3 REFERENCES 75 A.Reference Standards 76 77 78 79 80 81 1 2. 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. ASTM International (ASTM) : a. C 150, Standard Specification for Portland Cement b. C595, Standard Specification for Blended Hydraulic Cements CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCOl-2024 32 11 33 - 3 CEMENT TREATED BASE COURSES Page 3 of 8 82 c. D698, Standard Test Methods for Laboratory Compaction Characteristics of 83 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 84 3. Texas Department of Transportation (TxDOT) 85 a. Tex-101-E, Preparing soil and flexible base materials for testing 86 b. Tex-140-E, Measuring thickness of paving layers 87 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS 88 [NOT USED] 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS [NOT 89 USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL 90 SUBMITTLAS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, 91 STORAGE, AND HANDLING 92 93 94 95 96 97 98 99 100 101 A.Truck Delivered Cement 1. Each truck ticket shall bear the weight of cement measured on certified scales. 2. Submit delivery tickets, certified by supplier, that include weight with each bulk delivery of cement to the site. 1.11 FIELD [SITE] CONDITIONS A.Start cement application only when the air temperature is at least 35 degrees F and rising or is at least 40 degrees F. B. Measure temperature in the shade away from artificial heat. C. Suspend application when the City determines that weather conditions are unsuitable. 1.12 WARRANTY [NOT USED] 102 PART 2 - PRODUCTS 103 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 2.2 MATERIALS 104 105 106 107 108 109 110 111 112 113 114 A.General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of the proposed material sources and of changes to material sources. 3. Obtain verification from the City that the specification requirements are met before using the sources. 4. The City may sample and test project materials at any time before compaction. B. Cement: ASTM C150 or ASTM C595 Type I, II, IL or IP. C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 11 23 for the type and grade shown on the Drawings, before the addition of cement. D.Water: Furnish water free of industrial wastes and other objectionable material. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCOl-2024 32 11 33 - 5 CEMENT TREATED BASE COURSES Page 5 of 8 1 2 3 2) Provides a visible indication of the depth of cut at all times 3) Uniformly mixes the materials C. Pulverization 4 1. Pulverize or scarify existing material after shaping so that 100 percent by dry 5 weight passes a 1-inch sieve, and 80 percent by dry weight passes a No. 4 sieve 6 exclusive of gravel or stone retained in sieves. 7 2. Pulverize recycled asphalt pavement so that 100 percent by dry weight passes a 8 2inch sieve, and 60 percent by dry weight passes a No. 4 sieve exclusive of gravel 9 or stone retained in sieves. 10 D.Cement Application 11 1. Spread by an approved dry or slurry method uniformly on the soil at the rate 12 specified on the Drawings 13 a. CEM-LIMETNI shall be applied using the slurry method. 14 15 16 17 18 19 20 21 22 23 2. If a bulk cement spreader is used, position by string lines or other approved method during spreading to insure a uniform distribution of cement. 3. Apply to an area that all the operations can be continuous and completed in daylight within 6-hours of initial application. 4. Do not exceed the quantity of cement that permits uniform and intimate mixture of soil and cement during dry-mixing operations 5. Do not exceed the specified optimum moisture content for the soil and cement mixture. 6. No equipment, except that used in the spreading and mixing, allowed to pass over the freshly spread cement until it is mixed with the soil. 24 E. Mixing 25 1. Thoroughly mix the material and cement using approved equipment. 26 2. Mix until a homogeneous, friable mixture of material and cement is obtained, free 27 from all clods and lumps. 28 3. Keep mixture within moisture tolerances throughout the operation. 29 4. Spread and shape the completed mixture in a uniform layer. 30 5. After mixing, the City shall sample the mixture at roadway moisture and test in 31 accordance with Tex 101 E, Part III, to determine compliance with the gradation 32 requirements in Table 1. 33 Table 1 34 Gradation Requirements Minimum % Passing Sieve Size Base 1-3/4 in. 100 3/4 in. 85 No. 4 60 35 F. Compaction CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCOl-2024 32 11 33 - 6 CEMENT TREATED BASE COURSES Page 6 of 8 36 1. 37 38 2. 39 40 3. 41 42 43 4. 44 45 46 47 5. 48 49 50 6. 51 7. 52 53 8. 54 55 9. 56 10 57 58 11 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 1. Maintain the soil-cement treatment in good condition from the time it first starts work until all work shall is completed. 2. Maintenance includes immediate repairs of any defect that may occur after the cement is applied. 3. Maintenance work shall be done by the Contractor at the Contractor's expense and repeated as often as necessary to keep the area continuously intact. 4. Repairs are to be made in such a manner as to insure restoration of a uniform surface for the full depth of treatment. 5. Remedy any low area of treated subgrade by scarifying the surface to a depth of at least 2 inches, filling the area with treated material and compacting. 6. Remedy any low area of subbase or base shall by replacing the material for the full depth of subbase or base treatment rather than adding a thin layer of stabilized material to the completed work. 74 H.Finishing 75 1. After completing compaction of the final course, clip, skin, or tight-blade the surface 76 of the cement-treated material with a maintainer or subgrade trimmer to a depth of 77 approximately 1/4 inch. 78 2. Remove loosened material and dispose of at an approved location. Prior to the beginning of compaction, the mixture shall be in a loose condition for its full depth. Compact material to at least 95-percent of the maximum density as determined by ASTM D698. At the start of compaction, the percentage of moisture in the mixture and in unpulverized soil lumps shall be less than the quantity which shall cause the soilcement mixture to become unstable during compaction and finishing. When the uncompacted soil-cement mixture is wetted by rain so that the average moisture content exceeds the tolerance given at the time of final compaction, the entire section shall be reconstructed in accordance with this specification at the sole expense of the Contractor. The specified optimum moisture content and density shall be determined in the field on the representative samples of soil-cement mixture obtained from the area being processed. Final moisture content shall be within minus-2 to plus-4-of-optimum. Begin compaction after mixing and after gradation and moisture requirements have been met. Segin compaction at the bottom and continue until the entire depth of the mixture is uniformly compacted. Uniformly compact the mixture to the specified density within 2-hours. After the soil and cement mixture is compacted uniformly apply water as needed and thoroughly mix in. Reshape the surface to the required lines, grades and cross section and then lightly scarify to loosen any imprint left by the compacting or shaping equipment. G.Maintenance CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCOl-2024 32 11 33 - 7 CEMENT TREATED BASE COURSES Page 7 of 8 79 80 81 82 83 84 85 86 87 88 89 90 91 5 Q 92 I. Curing 93 1. General 94 a. Cure for at least 48 hours. 95 b. Maintain the moisture content during curing at no lower than 2 percentage 96 points below optimum. 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 2. Curing method depends on finished pavement type: a. Concrete pavement: 1) Sprinkle with water 2) Maintain moisture during curing 3) Do not allow equipment on the finished course during curing except as required for sprinkling, unless otherwise approved. b. Asphalt Pavement: 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 2) Do not allow equipment on the finished course during curing 3. Begin paving operations or add courses within 14 calendar days of final compaction of the cement treated base. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A.Densiry Test 1. City Project Representative must be on site during density testing 3. Roll the clipped surface immediately with a pneumatic tire roller adding small increments of moisture as needed and until a smooth surface is attained. 4. Add small amounts of water as needed during rolling. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades shown on the Drawings or as directed. Surface compaction and finishing shall proceed in such a manner as to produce, in not more than 2-hours, a smooth, closely knit surface, free of cracks, ridges or loose material, conforming to the drawn grade and line shown on the Drawings. After the final layer or course of the cement modified soil has been compacted, it shall be brought to the required lines and grades in accordance with the typical sections. 7. The completed section shall then be finished by rolling with a pneumatic tire or other suitable roller sufficiently to create micro cracking. 2. City to measure density of cement treated base course in accordance with ASTM D6938. 3. Spacing directed by City (1 per block minimum). 4. City Project Representative determines density testing locations. B. Depth Test 117 1. Take minimum of one core per 5001inear feet per each direction of travel 118 staggering test location in each lane to determine in-place depth. 119 2. City Project Representative determines depth testing locations. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCOl-2024 32 11 33 - 8 CEMENT TREATED BASE COURSES Page 8 of 8 120 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING 121 [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT 122 USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF 123 SECTION 124 Revision Log DATE NAME SUMMARY OF CHANGE 3-11-2022 Zelalem Arega 1.3.A.2, 2.2.B — Added ASTM C595 — Type IL Cement L 1 A. — Added alternative of using CEM-LIMETM in areas with high PI 1.2 A. — Added Measurement and Payment section for CEM-LIMET"� 6-10-2022 M Owen 3.4 D. — Added clarification re: slurry application for CEM LIMEi`�'1 3.4 I. 3. — Clarified time limits between application and paving 125 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCOl-2024 321216-1 ASPHALT PAVING Page 1 of 26 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 SECTION 32 12 16 ASPHALT PAVING 1. Constructing a pavement layer composed of a compacted, dense-graded mixture of aggregate and asphalt binder for surface or base courses B. Deviations from this City of Fort Worth Standard Specification 1. H.M.A.C. MORE THAN 9-INCHES DEEP- When H.M.A.C. greater than 9-inches in depth is encountered, it shall be replaced with a combination of H.M.A.C. and 2:27 concrete base, as determined by the engineer, to achieve the required thickness of pavement. 2. ASPHALT DRIVEWAY REPAIR- At locations where H.M.A.C. driveways are encountered, such driveways shall be completely replaced for the full extent of the utility cut with H.M.A.C. equal to or better than the existing driveway. 3. 2-INCH TO 9-INCH H.M.A.C. PAVEMENT- These items will include the furnishing and placing of H.M.A.C. surface course as directed by the engineer. Subsidiary to the H.M.A.C. pavement shall be sawing, removal of asphaltic material, gravel and excavation ass shown on the details or as directed by the engineer. The removed surfacing shall be loaded into trucks upon removal and hauled away from the job site as directed by the engineer. In no case shall the removed surface be stockpiled on the job site. 26 The following work method will be performed on each utility cut: 27 a. Place safety signs, barricades and/or other warning devices where 28 necessary and as required. 29 b. The existing asphalt pavement shall be saw cut into a square or 30 rectangular shape and cut side faces vertically. The sawed asphalt 31 pavement shall be a minimum of one foot (1') outside the utility cut 32 area. 33 34 35 36 37 c. d. Apply liquid asphalt tack to vertical faces and bottom of excavated area in a uniform manner. Do not puddle tack coat on bottom of utility cut area. Do not apply tack coat to washed rock. Place H.M.A.C. surface mix in lifts not to exceed three inches (3"). Last or top lift shall not be less than two inches (2") in thickness. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 321216-2 ASPHALT PAVING Page 2 of 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 e. Each lift shall be thoroughly compacted with a plate compactor or portable vibratory roller. Fifteen to twenty passes will be necessary with a vibratory roller and mix temperature above 250° F(121° C) to ensure a good compaction. Top lift when compacted shall be approl,timately 1/8 inch above surrounding pavement. f. Apply liquid asphalt around edges of patch along cold joints. g. Clean up surrounding area. Do not leave excess fill or excavated material on the pavement. h. Remove safety signs, barricade and/or warning devices after job is complete. Payment shall be made at the unit price per Square Yard as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment, tools and incidentals necessary to complete the work. 4. ASPHALT ONLY REPAIRS-UNIT IV- At locations where the Water Department's crews have already saw cut the paving repair edges and installed the applicable base repair (2:27 concrete, reinforced concrete, etc.) the contractor will only be required to install the appropriate thickness of the H.M.A.C. All applicable provisions governing the placing of H.M.A.C. as stated in Deviation 3 of this specification "2-inch to 9- inch H.M.A.C. Pavement" shall be followed. Payment shall be made at the unit price per Square Yard as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment, tools and incidentals necessary to complete the work. 24 C. Related Specification Sections include, but are not necessarily limited to: 25 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 26 2. Division 1- General Requirements 27 3. Section 32 O1 17 - Permanent Asphalt Paving Repair 28 1.2 PRICE AND PAYMENT PROCEDURES 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Measurement and Payment 1. Asphalt Pavement a. Measurement 1) Measurement for this Item shall be by the square yard of completed and accepted asphalt pavement in its final position for various: a) Thicknesses b) Types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per c. The price bid shall include: 1) Shaping and fine grading the placement area 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 32 12 16 - 3 ASPHALT PAVING Page 3 of 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 E 3 4 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material H.M.A.C. Transition a. Measurement 1) Measurement for this Item shall be by the ton of composite Hot Mix Asphalt required for H.M.A.C. Transition. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hot Mix Asphalt. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material Asphalt Base Course a. Measurement 1) Measurement for this Item shall be by the square yard of Asphalt Base Course completed and accepted in its final position for: a) Various thicknesses b) Various types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Base Course. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material H.M.A.C. Pavement Level Up a. Measurement 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and accepted in its final position. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of H.M.A.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 12 16 - 4 ASPHALT PAVING Page 4 of 26 1 c. The price bid shall include: 2 1) Shaping and fine grading the roadbed 3 2) Furnishing, loading, unloading, storing, hauling and handling all materials 4 including freight and royalty 5 3) Traffic control for all testing 6 4) Asphalt, aggregate, and additive 7 5) Materials and work needed for corrective action 8 6) Trial batches 9 7) Tack coat 10 8) Removal and/or sweeping excess material 11 5. H.M.A.C. Speed Cushion 12 a. Measurement 13 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion 14 installed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" will be paid for at the unit 18 price bid per each H.M.A.C. Speed Cushion installed and accepted in its 19 final position. 20 c. The price bid shall include: 21 1) Shaping and fine grading the roadbed 22 2) Furnishing, loading, unloading, storing, hauling and handling all materials 23 including freight and royalty 24 3) Traffic control for all testing 25 4) Asphalt, aggregate, and additive 26 5) Materials and work needed for corrective action 27 6) Trial batches 28 7) Tack coat 29 8) Removal and/or sweeping excess material 30 1.3 REFERENCES 31 A. Abbreviations and Acronyms 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1. RAP (reclaimed asphalt pavement) 2. SAC (surface aggregate classification) 3. BRSQC (Bituminous Rated Source Quality Catalog) 4. AQMP (Aggregate Quality Monitoring Program) 5. H.M.A.C. (Hot Mix Asphalt Concrete) 6. WMA (Warm Mix Asphalt) B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. National Institute of Standards and Technology (NIST) a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical Requirements for Weighing and Measuring Devices 3. ASTM International (ASTM): CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 321216-5 ASPHALT PAVING Page 5 of 26 1 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous 2 Materials by Ductilometer 3 4. American Association of State Highway and Transportation Officials 4 a. MP2 Standard Specification for Superpave Volumetric Mix Design 5 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 6 (HMA) 7 c. T 201, Kinematic Viscosity of Asphalts (Bitumens) 8 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 9 Viscometer 10 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 11 Using Rotational Viscometer 12 f. TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 13 Binder Using the Bending Beam Rheometer (BBR) 14 5. Texas Department of Transportation 15 a. Bituminous Rated Source Quality Catalog (BRSQC) 16 b. TEX 100-E, Surveying and Sampling Soils for Highways 17 c. Tex 106-E, Calculating the Plasticity Index of Soils 18 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils 19 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 20 f. Tex 203-F, Sand Equivalent Test 21 g. Tex-204-F, Design of Bituminous Mixtures 22 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures 23 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse 24 Aggregates 25 j. Tex-226-F, Indirect Tensile Strength Test 26 k. Tex-227-F, Theoretical Maximum Specific Gravity of Bituminous Mixtures 27 1. Tex-243-F, Tack Coat Adhesion 28 m. Tex-244-F, Thermal profile of Hot Mix Asphalt 29 n. Tex 280-F, Determination of Flat and Elongated Particles 30 0. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates 31 (Decantation Test for Concrete Aggregates) 32 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 33 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine 34 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 35 s. Tex 460-A, Determining Crushed Face Particle Count 36 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion 37 u. Sulfate 38 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures 39 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified 40 Asphalt Systems 41 x. Tex-541-C, Rolling Thin Film Oven Test for Asphalt Binders 42 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales 43 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters 44 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 321216-6 ASPHALT PAVING Page 6 of 26 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS [NOT USED] 3 1.6 ACTION SUSMITTALS/INFORMATIONAL SUBMITTALS 4 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD CONDITIONS 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 A. Weather Conditions 1. Place mixture when the roadway surface temperature is equal to or higher than the temperatures listed in Table 1. Table 1 Minimum Pavement Surface Tem eratures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Subsurface Layers or Surface Layers Placed in Temperature Binder Night Paving Operations Daylight Operations Grade PG64 or lower 45 50 PG 70 551 601 PG 76 or higher 60' 60' ' Contractors may pave at temperatures 10°F lower than the values shown in Table 1 when utilizing a paving process including WMA or equipment that eliminates thermal segregation. In such cases, the contractor must use either a hand held thermal camera or a hand held infrared thermometer operated in accordance with Tex-244-F to demonstrate to the satisfaction of the City that the uncompacted mat has no more than 10° F of thermal segregation. 2. Unless otherwise shown on the Drawings, place mixtures only when weather conditions and moisture conditions of the roadway surface are suitable in the opinion of the City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 321216-7 ASPHALT PAVING Page 7 of 26 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 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 A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Notify the City of all material sources. 3. Notify the City before changing any material source or formulation. 4. When the Contractor makes a source or formulation change, the City will verify that the requirements of this specification are met and may require a new laboratory mixture design, trial batch, or both. 5. The City may sample and test project materials at any time during the project to verify compliance. 6. The depth of the compacted lift should be at least 2 times the nominal maximum aggregate size. B. Aggregate 1. General a. Furnish aggregates from sources that conform to the requirements shown in Table 1, and as specified in this Section, unless otherwise shown on the Drawings. b. Provide aggregate stockpiles that meet the definition in this Section for either coarse aggregate or fine aggregate. c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide RAP stockpiles in accordance with this Section. d. Aggregate from RAP is not required to meet Table 2 requirements unless otherwise shown on the Drawings. e. Supply mechanically crushed gravel or stone aggregates that meet the definitions in Tex 100 E. f. Samples must be from materials produced for the project. g. The City will establish the surface aggregate classification (SAC) and perform Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. h. Perform all other aggregate quality tests listed in Table 2. i. Document all test results on the mixture design report. j. The City may perform tests on independent or split samples to verify Contractor test results. k. Stockpile aggregates for each source and type separately and designate for the City. 1. Determine aggregate gradations for mixture design and production testing based on the washed sieve analysis given in Tex 200 F, Part II. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 321216-8 ASPHALT PAVING Page 8 of 26 Table 2 A re ate Qualit Re uirements Property Test Method Requirement Coarse Aggregate SAC AQMP As shown on Drawin s Deleterious material, percent, m� Tex-217-F, Part I 1.5 Decantation, percent, m� Tex-217-F, Part II 1.5 Micro-Deval abrasion, percent, m� Tex-461-A Note 1 Los Angeles abrasion, percent, m� Tex-410-A 40 Magnesium sulfate soundness, 5 cycles, percent, maY Tex-411-A 30z Coarse aggregate angularity, 2 crushed faces, Tex 460-A, Part I 853 ercent, min Flat and elongated particles @ 5:1, percent, max Tex-280-F 10 Fine Aggregate Linear shrinkage, percent, maY Tex-107-E 3 Combined Aggregate Sand equivalent, percent, min Tex-203-F 45 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the Drawings. 3. Unless otherwise shown on the Drawings. Only applies to crushed gravel. 1 m. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 8 4) 9 5) 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 6) Provide aggregate from unlisted sources only when tested by the City and/or approved before use. Allow 30 calendar days for the City to sample, test, and report results for unlisted sources. Class B aggregate meeting all other requirements in Table 2 may be blended with a Class A aggregate in order to meet requirements for Class A materials. 7) When blending Class A and B aggregates to meet a Class A requirement, ensure that at least 50 percent by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. 8) Blend by volume if the bulk specific gravities of the Class A and B aggregates differ by more than 0.300. 9) When blending, do not use Class C or D aggregates. 10) For blending purposes, coarse aggregate from RAP will be considered as Class B aggregate. 11) Provide coarse aggregate with at least the minimum SAC shown on the Drawings. 12) SAC requirements apply only to aggregates used on the surface of travel lanes, unless otherwise shown on the Drawings. n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. 1) No RAP permitted for TYPE D H.M.A.C. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 32 12 16 - 9 ASPHALT PAVING Page 9 of 26 2) 3 3) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise shown on the Drawings. Crush or break RAP so that 100 percent of the particles pass the 2 inch 4 sieve. 5 4) RAP from either Contractor or City, including RAP generated during the 6 project, is permitted only when shown on the Drawings. 7 5) City-owned RAP, if allowed for use, will be available at the location 8 shown on the Drawings. 9 6) When RAP is used, determine asphalt content and gradation for mixture 10 design purposes. 11 7) Perform other tests on RAP when shown on the Drawings. 12 8) When RAP is allowed by plan note, use no more than 30 percent RAP in 13 Type A or B mixtures unless otherwise shown on the Drawings. 14 9) Do not use RAP contaminated with dirt or other objectionable materials. 15 10) Do not use the RAP if the decantation value exceeds 5 percent and the 16 plasticity index is greater than 8. 17 11) Test the stockpiled RAP for decantation in accordance with the laboratory 18 method given in Tex-406-A, Part I. 19 12) Determine the plasticity index using Tex-106-E if the decantation value 20 exceeds 5 percent. 21 13) The decantation and plasticity index requirements do not apply to RAP 22 samples with asphalt removed by extraction. 23 14) Do not intermingle Contractor-owned RAP stockpiles with City-owned 24 RAP stockpiles. 25 15) Remove unused Contractor-owned RAP material from the project site upon 26 completion of the project. 27 16) Return unused City-owned RAP to the designated stockpile location. 28 0. Fine Aggregate 29 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 30 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 31 3) Supply fine aggregates that are free from organic impurities. 32 4) The City may test the fine aggregate in accordance with Tex-408-A to 33 verify the material is free from organic impurities. 34 5) At most 15 percent of the total aggregate may be field sand or other 35 uncrushed fine aggregate. 36 6) With the exception of field sand, use fine aggregate from coarse aggregate 37 sources that meet the requirements shown in Table 2, unless otherwise 38 approved. 39 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the 40 stockpile and verify that it meets the requirements in Table 1 for coarse 41 aggregate angulariry (Tex-460-A) and flat and elongated particles 42 (Tex-280-F). CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 32 12 16 - 10 ASPHALT PAVING Page 10 of 26 Table 3 Gradation Re uirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 70-100 #200 I 0-30 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime, crusher fines, hydrated lime, cement, or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement, unless otherwise 7 shown on the Drawings. The Drawings may require or disallow specific 8 mineral fillers. When used, provide mineral filler that: 9 1) Is sufficiently dry, free-flowing, and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with 11 Tex-107-E; and meets the gradation requirements in Table 4. 12 Table 4 13 Gradation Re uirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the baghouse or other dust-collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance-graded (PG) asphalt binder specified 20 as follows: 21 1) Performance-Graded Binders (PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 20, 2012 City Project No. UCO1-2024 .--� C% N Z w� c.o ' CV a •--� � b�A M � � x a r/) Q � � � � � � a� �n "� � � � � � U � � �. �° s. a� a � N ^ oN0 O N � N (� N � /� N 00 Cfl 00 a � c.fl � ^ CD O �' c�'� n M o� � r� N /� N c..fl \./ � � � N V W N ^ N O � � ^ CD O ,� �'? /� M C�D L�i � � a> O N /� c0 O U l� O O � O ,� O � C7 � N � � N � a N n N O �!'! w k �. y � p� � � � � i E� A W �''? n M � � O PG � � d" �' ^� z � w �./ � (,7 d" -�- d" V � � 0.' N n N �4 i x O H � � � ' � a � ^ M � � M � �!'� � � N � � o�o o�o i o�o a N n N I U o U � U U � Qj " L. 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'6 c� �+, � N � i E � � o �n o o � � G N.--� cd � O s E � o� � �v m c i '� a`°i �� . Y J R .... L � �� N� o o c�a .N a, ia o �; o � � �, � ^. F'�-� w�" ��v w° � ii� c�i vc0i � c� 'v� c�a � .� �ri � ' � '� Q�j U � �� N � c � o� N � � ..�. p � N °.' � �c � a° � � � O !^ O 7 M Q' � L O � d � � � � �� c t � F" .N � �� cfl (�i �' C N N � O O �c,�jo U � � � c� Z o �,oz F" U � � o F" a` � U � z � � U O Q Z � Q � U Gs] L�. � z Q E-� � � � Z O U E" CG � � 0 w w 0 � F� U ,-N-i O N � m Q b m � .� �. 32 12 16 - 13 ASPHALT PAVING Page 13 of 26 2 b. Separation testing is not required if: 3 1) A modifier is introduced separately at the mix plant either by injection in 4 the asphalt line or mixer, 5 2) The binder is blended on site in continuously agitated tanks, or binder 6 acceptance is based on field samples taken from an in-line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat 9 a. Unless otherwise shown on the Drawings or approved, furnish CSS-1H, SS-1H, 10 or a PG binder with a minimum high-temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. 12 6. Additives 13 a. General 14 1) When shown on the Drawings, use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 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 may be allowed when approved. b. Liquid Antistripping Agent 1) Furnish and incorporate all required asphalt antistripping agents in asphalt concrete paving mixtures and asphalt-stabilized base mixtures to meet moisture resistance testing requirements. 2) Provide a liquid antistripping agent that is uniform and shows no evidence of crystallization, settling, or separation. 3) Ensure that all liquid antistripping agents arrive in: a) Properly labeled and unopened containers, as shipped from the manufacturer, or b) Sealed tank trucks with an invoice to show contents and quantities c) Provide product information to the City including: (1) Material safety data sheet (2) Specific gravity of the agent at the manufacturer's recommended addition temperature, (3) Manufacturer's recommended dosage range, and (4) Handling and storage instructions 4) Addition of lime or a liquid antistripping agent at the Mix Plant, incorporate into the binder as follows: a) Handle in accordance with the manufacturer's recommendations. b) Add at the manufacturer's recommended addition temperature. c) Add into the asphalt line by means of an in-line-metering device. c. Liquid Asphalt Additive Meters 1) Provide a means to check the accuracy of ineter output for asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gal. or less. 3) Verify accuracy of the meter in accordance with Tex-923-K. 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements 46 1) Unless otherwise shown on the Drawings, use the typical weight design 47 example given in Tex-204-F, Part I, to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 14 ASPHALT PAVING Page 14 of 26 1 2 3 4 5 2) Furnish the City with representative samples of all materials used in the mixture design. 3) The City will verify the mixture design. 4) If the design cannot be verified by the City, furnish another mixture design. Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Pro erties Sieve B C D Size Fine Coarse Fine Base Surface Surface 1-1/2" — — — 1 " 98.0-100.0 — — 3/4" 84.0-98.0 95.0-100.0 — 1/2" — — 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA', percent Minimum — 13.0 14.0 15.0 Plant-Produced VMA, percent Minimum — 12.0 13.0 14.0 Voids in Mineral Aggregates. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 Table 7 Property Method Requirement Target laboratory-molded density, percent Tex-207-F 96.0' Tensile strength (dry) , psi (molded to 93 ercent ±1 ercent densit ) Tex-226-F 85-200Z Boil test3 Tex-530-C — 1. Unless otherwise shown on the Drawings. a exceed 2�0�}�si when��Iproved and may be waiyed whe�n a�roved. . seyd to estab is aseline comparison to produchon resu ts. ay be waived when approved. 8. Warm Mix Asphalt (WMA) a. WMA is defined as additives or processes that allow a reduction in the temperature at which asphalt mixtures are produced and placed. b. WMA is allowed for use at the Contractor's option unless otherwise shown on the Drawings. c. Produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 12 16 - 15 ASPHALT PAVING Page 15 of 26 1 2 3 d. When WMA is not required by Drawings, produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 13 14 2. When a release agent is necessary to coat truck beds, use a release agent approved by the City. 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Equipment 1. General a. Provide required or necessary equipment to produce, haul, place, compact, and core asphalt concrete pavement. b. Ensure weighing and measuring equipment complies with specification. c. Synchronize equipment to produce a mixture meeting the required proportions. 2. Production Equipment a. Provide: 1) Drum-mix type, weigh-batch, or modified weigh-batch mixing plants that ensure a uniform, continuous production 2) Automatic proportioning and measuring devices with interlock cut-off circuits that stop operations if the control system malfunctions 3) Visible readouts indicating the weight or volume of asphalt and aggregate proportions 4) Safe and accurate means to take required samples by inspection forces 5) Permanent means to check the output of inetering devices and to perform calibration and weight checks 6) Additive-feed systems to ensure a uniform, continuous material flow in the desired proportion 3. Weighing and Measuring Equipment a. General 1) Provide weighing and measuring equipment for materials measured or proportioned by weight or volume. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 16 ASPHALT PAVING Page 16 of 26 1 2) Provide certified scales, scale installations, and measuring equipment 2 meeting the requirements of NIST Handbook 44, except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3) Furnish leak-free weighing containers large enough to hold a complete 5 batch of the material being measured. 6 b. Truck Scales 7 1) Furnish platform truck scales capable of weighing the entire truck or truck— 8 trailer combination in a single draft. 9 c. Aggregate Batching Scales 10 1) Equip scales used for weighing aggregate with a quick adjustment at zero 11 that provides for any change in tare. 12 2) Provide a visual means that indicates the required weight for each 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 aggregate. d. Suspended Hopper 1) Provide a means for the addition or the removal of small amounts of material to adjust the quantity to the exact weight per batch. 2) Ensure the scale equipment is level. e. Belt Scales 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 percent based on the average of 3 test runs, where no individual test run exceeds 2.0 percent when checked in accordance with Tex-920-K. f. Asphalt Material Meter 1) Provide an asphalt material meter with an automatic digital display of the volume or weight of asphalt material. 2) Verify the accuracy of the meter in accordance with Tex-921-K. 3) When using the asphalt meter for payment purposes, ensure the accuracy of the meter is within 0.4 percent. 4) When used to measure component materials only and not for payment, ensure the accuracy of the meter is within 1.0 percent. g. Liquid Asphalt Additive Meters 1) Provide a means to check the accuracy of ineter output for asphalt primer, fluxing material, and liquid additives. 2) Furnish a meter that reads in increments of 0.1 gallon or less. 3) Verify accuracy of the meter in accordance with Tex-923-K. 4) Ensure the accuracy of the meter within 5.0 percent. Drum-Mix Plants. Provide a mixing plant that complies with the requirements 37 below. 38 a. Aggregate Feed System 39 1) Provide: 40 a) A minimum of 1 cold aggregate bin for each stockpile of individual 41 materials used to produce the mix 42 b) Bins designed to prevent overflow of material 43 c) Scalping screens or other approved methods to remove any oversized 44 material, roots, or other objectionable materials 45 d) A feed system to ensure a uniform, continuous material flow in the 46 desired proportion to the dryer 47 e) An integrated means for moisture compensation 48 f� Selt scales, weigh box, or other approved devices to measure the 49 weight of the combined aggregate CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 17 ASPHALT PAVING Page 17 of 26 1 g) Cold aggregate bin flow indicators that automatically signal interrupted 2 material flow 3 b. Reclaimed Asphalt Pavement (RAP) Feed System 4 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 5 c. Mineral Filler Feed System 6 1) Provide a closed system for mineral filler that maintains a constant supply 7 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 � e. F� with minimal loss of material through the exhaust system. 2) Interlock the measuring device into the automatic plant controls to automatically adjust the supply of mineral filler to plant production and provide a consistent percentage to the mixture. Heating, Drying, and Mixing Systems 1) Provide: a) A dryer or mixing system to agitate the aggregate during heating b) A heating system that controls the temperature during production to prevent aggregate and asphalt binder damage c) A heating system that completely burns fuel and leaves no residue d) A recording thermometer that continuously measures and records the mixture discharge temperature e) Dust collection system to collect excess dust escaping from the drum. Asphalt Binder Equipment 1) Supply equipment to heat binder to the required temperature. 2) Equip the heating apparatus with a continuously recording thermometer located at the highest temperature point. 3) Produce a 24 hour chart of the recorded temperature. 4) Place a device with automatic temperature compensation that accurately meters the binder in the line leading to the mixer. 5) Furnish a sampling port on the line between the storage tank and mixer. Supply an additional sampling port between any additive blending device and mixer. Mixture Storage and Discharge 1) Provide a surge-storage system to minimize interruptions during operations unless otherwise approved. 2) Furnish a gob hopper or other device to minimize segregation in the bin. 3) Provide an automated system that weighs the mixture upon discharge and produces a ticket showing: a) Date b) Project identification number c) Plant identification d) Mix identification e) Vehicle identification f� Total weight of the load g) Tare weight of the vehicle h) Weight of mixture in each load i) Load number or sequential ticket number for the day Truck Scales 1) Provide standard platform scales at an approved location. 47 5. Weigh-Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4 48 "Drum-Mix Plants," except as required below: 49 a. Screening and Proportioning CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 18 ASPHALT PAVING Page 18 of 26 1 1) Provide enough hot bins to separate the aggregate and to control 2 proportioning of the mixture type specified. 3 a) Supply bins that discard excessive and oversized material through 4 overflow chutes. 5 b) Provide safe access for inspectors to obtain samples from the hot bins. 6 b. Aggregate Weigh Box and Batching Scales 7 1) Provide a weigh box and batching scales to hold and weigh a complete 8 batch of aggregate. 9 2) Provide an automatic proportioning system with low bin indicators that 10 automatically stop when material level in any bin is not sufficient to 11 complete the batch. 12 c. Asphalt Binder Measuring System 13 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 14 for 1 batch. 15 16 d. Mixer 1) Equipment mixers with an adjustable automatic timer that controls the dry 17 and wet mixing period and locks the discharge doors for the required 18 mixing period 19 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 20 6. Modified Weigh-Batch Plants. Provide a mixing plant that complies with Section 21 2.2.B.5. "Weigh-Batch Plants," except as specifically described below. 22 a. Aggregate Feeds 23 1) Aggregate control is required at the cold feeds. Hot bin screens are not 24 required. 25 b. Surge Bins 26 1) Provide 1 or more bins large enough to produce 1 complete batch of 27 28 29 30 31 32 33 34 35 36 37 38 c. �� mixture. Hauling Equipment 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 2) Cover each load of mixture with waterproof tarpaulins. 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 4) When necessary, coat the inside truck beds with an approved release agent from the City. Placement and Compaction Equipment 1) Provide equipment that does not damage underlying pavement. 2) Comply with laws and regulations concerning overweight vehicles. 3) When permitted, other equipment that will consistently produce satisfactory results may be used. 39 7. Asphalt Paver 40 a. General 41 1) Furnish a paver that will produce a finished surface that meets longitudinal 42 and transverse profile, typical section, and placement requirements. 43 2) Ensure the paver does not support the weight of any portion of hauling 44 equipment other than the connection. 45 3) Provide loading equipment that does not transmit vibrations or other 46 motions to the paver that adversely affect the finished pavement quality. 47 4) Equip the paver with an automatic, dual, longitudinal-grade control system 48 and an automatic, transverse-grade control system. 49 b. Tractor Unit CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 19 ASPHALT PAVING Page 19 of 26 1 1) Supply a tractor unit that can push or propel vehicles, dumping directly into 2 the finishing machine to obtain the desired lines and grades to eliminate any 3 hand finishing. 4 2) Equip the unit with a hitch sufficient to maintain contact between the 5 hauling equipment's rear wheels and the finishing machine's pusher rollers 6 while mixture is unloaded. 7 c. Screed 8 1) Provide a heated compacting screed that will produce a finished surface 9 that meets longitudinal and transverse profile, typical section, and 10 placement requirements. 11 2) Screed extensions must provide the same compacting action and heating as 12 the main unit unless otherwise approved. 13 d. Grade Reference 14 1) Provide a grade reference with enough support that the m�imum 15 deflection does not exceed 1/16 inch between supports. 16 2) Ensure that the longitudinal controls can operate from any longitudinal 17 grade reference including a string line, ski, mobile string line, or matching 18 shoes. 19 3) Furnish paver skis or mobile string line at least 40 feet long unless 20 otherwise approved. 21 8. Material Transfer Devices 22 a. Provide the specified type of device when shown on the Drawings. 23 b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt 24 25 26 paver. c. When used, provide windrow pick-up equipment constructed to pick up substantially all roadway mixture placed in the windrow. 27 9. Remixing Equipment 28 a. When required, provide equipment that includes a pug mill, variable pitch 29 augers, or variable diameter augers operating under a storage unit with a 30 minimum capacity of 8 tons. 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 10. Motor Grader a. When allowed, provide a self-propelled grader with a blade length of at least 12 feet and a wheelbase of at least 16 feet. 11. Handheld Infrared Thermometer a. Provide a handheld infrared thermometer meeting the requirements of Tex-244-F. 12. Rollers a. The Contractor may use any type of roller to meet the production rates and quality requirements of the Contract unless otherwise shown on the Drawings or directed. b. When specific types of equipment are required, use equipment that meets the specified requirements. c. Alternate Equipment 1) Instead of the specified equipment, the Contractor may, as approved, operate other compaction equipment that produces equivalent results. 2) Discontinue the use of the alternate equipment and furnish the specified equipment if the desired results are not achieved. d. City may require Contractor to substitute equipment if production rate and quality requirements of the Contract are not met. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 20 ASPHALT PAVING Page 20 of 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as required or approved. 14. Distributor vehicles a. Furnish vehicle that can achieve a uniform tack coat placement. b. The nozzle patterns, spray bar height and distribution pressure must work together to produce uniform application. c. The vehicle should be set to provide a"double lap" or "triple lap" coverage. d. Nozzle spray patterns should be identical to one another along the distributor spray bar. e. Spray bar height should remain constant. f. Pressure within the distributor must be capable of forcing the tack coat material out of spray nozzles at a constant rate. 15. Coring Equipment a. When coring is required, provide equipment suitable to obtain a pavement specimen meeting the dimensions for testing. B. Construction 1. Design, produce, store, transport, place, and compact the specified paving mixture in accordance with the requirements of this Section. 2. Unless otherwise shown on the Drawings, provide the mix design. 3. The City will perform quality assurance (QA) testing. 4. Provide qualiry control (QC) testing as needed to meet the requirements of this Section. C. Production Operations 1. General a. The City may suspend production for noncompliance with this Section. b. Take corrective action and obtain approval to proceed after any production suspension for noncompliance. 2. Operational Tolerances a. Stop production if testing indicates tolerances are exceeded on any of the following: 1) 3 consecutive tests on any individual sieve 2) 4 consecutive tests on any of the sieves 3) 2 consecutive tests on asphalt content b. Begin production only when test results or other information indicate, to the satisfaction of the City, that the next mixture produced will be within Table 9 tolerances. 3. Storage and Heating of Materials a. Do not heat the asphalt binder above the temperatures specified in Section 2.2.A. or outside the manufacturer's recommended values. b. On a daily basis, provide the City with the records of asphalt binder and hot- mix asphalt discharge temperatures in accordance with Table 10. c. Unless otherwise approved, do not store mixture for a period long enough to affect the quality of the mixture, nor in any case longer than 12 hours. 4. Mixing and Discharge of Materials a. Notify the City of the target discharge temperature and produce the mixture within 25 degrees F of the target. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 12 16 - 21 ASPHALT PAVING Page 21 of 26 1 2 3 4 5 I� c. Monitor the temperature of the material in the truck before shipping to ensure that it does not exceed 350 degrees F. The City will not pay for or allow placement of any mixture produced at more than 350 degrees F. Control the mixing time and temperature so that substantially all moisture is removed from the mixture before discharging from the plant. 6 7 8 9 10 11 D. Placement Operations 1. Place the mixture to meet the typical section requirements and produce a smooth, finished surface or base course with a uniform appearance and texture. 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, or as directed. Ensure that all finished surfaces will drain properly. 12 4. When End Dump Trucks are used, ensure the bed does not contact the paver when 13 raised. 14 5. Placement can be performed by hand in situations where the paver cannot place it 15 adequately due to space restrictions. 16 6. Hand-placing should be minimized to prevent aggregate segregation and surface 17 texture issues. 18 7. All hand placement shall be checked with a straightedge or template before rolling 19 to ensure uniformity. 20 8. Place mixture within the compacted lift thickness shown in Table 9, unless 21 otherwise shown on the Drawings or otherwise directed. 22 Table 9 23 Com acted Lift Thickness and Re uired Core HE Compacted Lift Thickness Mixture Type Minimtun Maximum C � 2.00 � 2.50 D 1.50 2.00 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 9. Tack Coat a. Clean the surface before placing the tack coat. Unless otherwise approved, apply tack coat uniformly at the rate directed by the City. b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per square yard of surface area. c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and all joints. d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal beam guard fence and structures. e. Roll the tack coat with a pneumatic-tire roller when directed. f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive properties. g. The City may suspend paving operations until there is adequate adhesion. h. The tack coat should be placed with enough time to break or set before applying hot mix asphalt layers. i. Traffic should not be allowed on tack coats. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 22 ASPHALT PAVING Page 22 of 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 j. When a tacked road surface must be opened to traffic, they should be covered with sand to provide friction and prevent pick-up. k. A typical rate for applying a sand cover is 4 to 81bs/square yard. 10. General placement requirements a. Material should be delivered to maintain a relatively constant head of material in front of the screed. b. The hopper should never be allowed to empty during paving. c. Dumping wings between trucks not allowed. Dispose of at end of days production. E. Lay-Down Operation 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture placement temperatures. 2. Windrow Operations. When hot mix is placed in windrows, operate windrow pickup equipment so that substantially all the mixture deposited on the roadbed is picked up and loaded into the paver. 16 Table 10 17 Su ested Minimum Mixture Placement Tem eratt High-Temperature Minimum Placement Binder Grade Temperature (Before Entering Paver) PG 64 or lower PG 70 PG 76 PG 82 or higher 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 260°F 270°F 290°F F. Compaction 1. Use air void control unless ordinary compaction control is specified on the Drawings. 2. Avoid displacement of the mixture. If displacement occurs, correct to the satisfaction of the City. 3. Ensure pavement is fully compacted before allowing rollers to stand on the pavement. 4. Unless otherwise directed, use only water or an approved release agent on rollers, tamps, and other compaction equipment. 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 6. Unless otherwise directed, operate vibratory rollers in static mode when not compacting, when changing directions, or when the plan depth of the pavement mat is less than 1-1/2 inches. 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, and similar structures and in locations that will not allow thorough compaction with the rollers. 8. The City may require rolling with a trench roller on widened areas, in trenches, and in other limited areas. 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to traffic unless otherwise directed. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 23 ASPHALT PAVING Page 23 of 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 10. When directed, sprinkle the finished mat with water or limewater to expedite opening the roadway to traffic. 11. Air Void Control a. General 1) Compact dense-graded hot-mix asphalt to contain from 5 percent to 9 percent in-place air voids. 2) Do not increase the asphalt content of the mixture to reduce pavement air voids. b. Rollers 1) Furnish the type, size, and number of rollers required for compaction, as approved. 2) Use a pneumatic-tire roller to seal the surface, unless otherwise shown on the Drawings. 3) Use additional rollers as required to remove any roller marks. c. Air Void Determination 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at each location selected by the City for in-place air void determination. 2) The City will measure air voids in accordance with Tex-207-F and Tex-227-F. 3) Before drying to a constant weight, cores may be predried using a Corelok or similar vacuum device to remove excess moisture. 4) The City will use the average air void content of the 2 cores to calculate the in-place air voids at the selected location. d. Air Voids Out of Range 1) If the in-place air void content in the compacted mixture is below 5 percent or greater than 9 percent, change the production and placement operations to bring the in-place air void content within requirements. e. Test Section 1) Construct a test section of 1 lane-width and at most 0.2 miles in length to demonstrate that compaction to between 5 percent and 9 percent in-place air voids can be obtained. 2) Continue this procedure until a test section with 5 percent to 9 percent in- place air voids can be produced. 3) The City will allow only 2 test sections per day. 4) When a test section producing satisfactory in-place air void content is placed, resume full production. 12. Ordinary Compaction Control a. Furnish the type, size, and number of rollers required for compaction, as approved. Furnish at least 1 medium pneumatic-tire roller (minimum 12-ton weight) . b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling patterns that achieve maximum compaction. c. Follow the selected rolling pattern unless changes that affect compaction occur in the mixture or placement conditions. d. When such changes occur, establish a new rolling pattern. e. Compact the pavement to meet the requirements of the Drawings and specifications. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 12 16 - 24 ASPHALT PAVING Page 24 of 26 1 2 3 4 5 6 7 8 f [� h. i. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling the joint with the adjacent pavement and then continue by rolling longitudinally at the sides. Proceed toward the center of the pavement, overlapping on successive trips by at least 1 ft., unless otherwise directed. Make alternate trips of the roller slightly different in length. On superelevated curves, begin rolling at the low side and progress toward the high side unless otherwise directed. 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 G. Irregularities 1. Identify and correct irregularities including, but not limited to segregation, rutting, raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate particles. 2. The City may also identify irregularities, and in such cases, the City shall promptly notify the Contractor. 3. If the City determines that the irregularity will adversely affect pavement performance, the City may require the Contractor to remove and replace (at the Contractor's expense) areas of the pavement that contain the irregularities and areas where the mixture does not bond to the existing pavement. 4. If irregularities are detected, the City may require the Contractor to immediately suspend operations or may allow the Contractor to continue operations for no more than 1 day while the Contractor is taking appropriate corrective action. 5. The City may suspend production or placement operations until the problem is corrected. 6. At the expense of the Contractor and to the satisfaction of the City, remove and replace any mixture that does not bond to the existing pavement or that has other surface irregularities identified above. 28 3.5 REPAIR 29 A. See Section 32 O1 17. 30 3.6 QUALITY CONTROL 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Production Testing 1. Perform production tests to verify asphalt paving meets the performance standard required in the Drawings and specifications. 2. City to measure density of asphalt paving with nuclear gauge. 3. City to core asphalt paving from the normal thickness of section once acceptable density achieved. City identifies location of cores. a. Minimum core diameter: 4 inches b. Minimum spacing: 200 feet c. Minimum of 1 core every block d. Alternate lanes between core 4. City to use cores to determine pavement thickness and calculate theoretical density. a. City to perform theoretical density test a minimum of 1 per day per street. B. Density Test 1. The average measured density of asphalt paving must meet specified density. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 12 16 - 25 ASPHALT PAVING Page 25 of 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2. Average of ineasurements per street not meeting the minimum specified strength shall be subject to the money penalties or removal and replacement at the Contractor's expense as show in Table 11. Percent Rice 89 and lower 90 91-93 94 95 Over 95 Table 11 Density Payment Schedule Percent of Contract Price Allowed remove and replace at the entire cost and expense of Contractor as directed by City. 75-percent remove and replace at the entire cost and expense of Contractor as directed bv Citv. 3. The amount of penalty shall be deducted from payment due to Contractor. 4. These requirements are in addition to the requirements of Article 1.2. C. Pavement Thickness Test 1. City measure each core thickness by averaging at least 3 measurements. 2. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. 3. In the event a deficiency in the thickness of pavement is revealed during production testing, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. 4. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 5. Where the average thickness of pavement in the area found to be deficient, payment shall be made at an adjusted price as specified in Table 12. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 2Q 2012 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 12 16 - 26 ASPHALT PAVING Page 26 of 26 1 Table 12 2 Thickness Deficienc Penalties Deficiency in Thickness Proportional Part Determined b Cores Of Contract Price Greater Than 0 percent - Not More than 10 percent 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at Greater Than 15 percent the entire cost and expense of Contractor as directed bv Citv. 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 6. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with asphalt paving of the thickness shown on the Drawings. 7. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid 19 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised December 2Q 2012 Ciry Project No. UCO1-2024 32 13 13 - 1 CONCRETE PAVING Page 1 of 22 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: SECTION 32 13 13 CONCRETE PAVING 6 1. Finished pavement constructed of portland cement concrete including 7 monolithically poured curb on the prepared subgrade or other base course. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Quick-Set Concrete- 10 In high traffic areas where the utility cut repair must be returned to service 11 sooner than a normal cure time will allow, the contractor as directed by the 12 engineer shall use concrete admixtures as outlined in this specification Part 2- 13 Products; 2.2 Materials; D. Admixtures or ready made mixes such as " Rapid 14 Set" concrete mix or approved equal. Any and all materials used shall conform 15 to the above mentioned specification. 16 Payment for quick set concrete shall be made at the unit price per bid Cubic 17 Yards as shown on the proposal and shall be full compensation for furnishing 18 all labor, materials, equipment, tools and incidentals necessary to complete the 19 work. 20 2. Limits of Concrete Pavement Repair- 21 The following criteria will be used to determine the limits of concrete 22 pavement repair for this contract: 23 a. The minimum size of repair for concrete shall be 5' x 5'. 24 b. Whenever the limits of the repair are eight feet (8') or less from an 25 adjacent joint of any type, the replacement shall be extended to that joint. 26 c. Dummy joints shall be sawed across any panel where the construction joint 27 intersects the panel and a joint does not exist. All new joints (construction 28 or dummy) shall be parallel with eacisting joints. 29 d. Depending on the existing longitudinal joint spacing and the limits of the 30 damaged pavement, the contractor may be required to extend the 31 replacement to the halfway point of the panel. The determination shall be 32 made by the inspector on a case by case basis in order to assure uniform 33 joint spacing. 34 Payment for all concrete pavement repairs shall be made at the unit price bid per 35 Square Yard as shown in the proposal and shall be full compensation for furnishing all 36 labor, materials, equipment, tools and incidentals necessary to complete the work. 37 However, payment for sawcutting dummy joints in adjacent panels shall be made 38 under the appropriate bid item. 39 C. Related Specification Sections include, but are not necessarily limited to: 40 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 41 2. Division 1- General Requirements 42 3. Section 32 O1 29 - Concrete Paving Repair CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 2 CONCRETE PAVING Page 2 of 22 4. Section 32 13 73 - Concrete Paving Joint Sealants 2 1.2 PRICE AND PAYMENT PROCEDURES 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 A. Measurement 1. Measurement a. Measurement for this Item shall be by the square yard of completed and accepted Concrete Pavement in its final position as measured from back of curb for various: 1) Classes 2) Thicknesses 2. Payment a. The work performed and materials furnished in accordance with this Item will be paid for at the unit price bid per square yard of Concrete Pavement. 3. The price bid shall include: a. Shaping and fine grading the placement area b. Furnishing and applying all water required c. Furnishing, loading and unloading, storing, hauling and handling all concrete ingredients including all freight and royalty involved d. Mixing, placing, finishing and curing all concrete e. Furnishing and installing all reinforcing steel f. Furnishing all materials and placing longitudinal, warping, expansion, and contraction joints, including all steel dowels, dowel caps and load transmission units required, wire and devices for placing, holding and supporting the steel bar, load transmission units, and joint filler material in the proper position; for coating steel bars where required by the Drawings g. Sealing joints h. Monolithically poured curb i. Cleanup 28 1.3 REFERENCES 29 A. Reference Standards 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 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. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete Reinforcement b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field c. C33, Concrete Aggregates d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete f. C94/C94M, Standard Specifications for Ready-Mixed Concrete g. C 150, Portland Cement h. C595, Portland-Limestone Cement CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 3 CONCRETE PAVING Page 3 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 i. C 156, Standard Test Method for Water Loss (from a mortar specimen) Through Liquid Membrane-Forming Curing Compounds for Concrete j. C172, Standard Practice for Sampling Freshly Mixed Concrete k. C260, Air Entraining Admixtures for Concrete 1. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2 m. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G" n. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral Admixture in Concrete o. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete p. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- Cement Concrete q. C1602, Standard Specification for Mixing Water Used in the Production of Hydraulic Cement Concrete. r. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/ft3) 3. American Concrete Institute (ACI): a. ACI 305.1-06 Specification for Hot Weather Concreting b. ACI 306.1-90, Standard Specification for Cold Weather Concreting c. ACI 318 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 24 A. Mix Design: submit for approval. See Item 2.4.A. 25 1.7 CLOSEOUT SUSMITTALS [NOT USED] 26 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 27 1.9 QUALITY ASSURANCE [NOT USED] 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD CONDITIONS 30 31 32 33 34 35 36 37 38 39 40 41 42 43 A. Weather Conditions 1. Place concrete when concrete temperature is between 40°F and 95°F when 8 measured in accordance with ASTM C 1064 at point of placement. 2. Hot Weather Concreting a. Concrete paving operations shall be approved by the City project manager or designee when the concrete temperature exceeds 95°F. b. Concrete shall not be placed when concrete temperature is above 100°F under any circumstances. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 4 CONCRETE PAVING Page 4 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 3. Cold Weather Concreting a. No concrete shall be placed when ambient temp in shade and away from artificial heat is below 40°F and falling. Concrete may be placed when ambient temp is above 35°F and rising. Unless the City project manager or designee approves paving to continue, suspend concreting operations if a descending air temperature in the shade and away from artificial heat falls below 40°F. Do not resume concreting operations until an ascending air temperature in the shade and away from artificial heat reaches 35°F and rising. Contractor should take all the precautions necessary to prevent freezing of concrete. Frozen concrete must be removed and replaced. 4. It is to be distinctly understood that the contractor is responsible for the quality and strength of the concrete placed under any weather conditions. B. Time: Place concrete after sunrise and no later than shall permit the finishing of the pavement in natural light, or as directed by the City. 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2.2 MATERIALS A. Cementitious Material: ASTM C150, ASTM C595 Type II. Cement B. Aggregates: ASTM C33. C. Water: ASTM C 1602. D. Admixtures: When admixtures are used, conform to the appropriate specification: 1. Air-Entraining Admixtures for Concrete: ASTM C260. 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G." 3. Fly Ash a. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM C618. b. Fly ash may be substituted at one pound per pound of cement up to 25% of the specified cement content when such batch design is approved by the Engineer. E. Steel Reinforcement: ASTM A615. F. Steel Wire Reinforcement: Not used for concrete pavement. G. Dowels and Tie Bars 1. Dowel and tie bars: ASTM A615. 2. Dowel Caps a. Provide dowel caps with enough range of movement to allow complete closure of the expansion joint. b. Caps for dowel bars shall be of the length shown on the Drawings and shall have an internal diameter sufficient to permit the cap to freely slip over the bar. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 5 CONCRETE PAVING Page 5 of 22 1 2 3 4 5 c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch, and one end of the cap shall be rightly closed. 3. Epoxy for powel and Tie Bars: ASTM C881. a. See following table for approved producers of epoxies and adhesives Pre-Qualified Producers of Epoxies and Adhesives Product Name Producer Concresive 1420 BASF HTE-50 Hilti T 308 + Powers Fasteners P E 1000+ Powers Fasteners C-6 Ramset-Redhead Epcon G-5 Ramset-Redhead Pro-Poxy-300 Fast Tube Unitex Shep-Poxy TxIII CMC Construction Services Ultrabond 1300 Tubes Adhesives Technology Ultrabone 2300 N.S. A-22-2300 Adhesives Technology Slow Set Dynapoxy EP-430 Pecora Corp. EDOT Simpson Strong Tie ET22 Simpson Strong Tie SET 22 Simpson Strong Tie SpecPoxy 3000FS SpecChem 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 b. Epoxy Use, Storage and Handling 1) Package components in airtight containers and protect from light and moisture. 2) Include detailed instructions for the application of the material and all safety information and warnings regarding contact with the components. 3) Epoxy label requirements a) Resin or hardener components b) Srand name c) Name of manufacturer d) Lot or batch number e) Temperature range for storage f) Date of manufacture g) Expiration date h) Quantity contained 4) Store epoxy and adhesive components at temperatures recommended by the manufacturer. 5) Do not use damaged or previously opened containers and any material that shows evidence of crystallization, lumps skinning, extreme thickening, or settling of pigments that cannot be readily dispersed with normal agitation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 13 13 - 6 CONCRETE PAVING Page 6 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 6) Follow sound environmental practices when disposing of epoxy and adhesive wastes. 7) Dispose of all empty containers separately. 8) Dispose of epoxy by completely emptying and mixing the epoxy before disposal H. Reinforcement Bar Chairs 1. Reinforcement bar chairs or supports shall be of adequate strength to support the reinforcement bars and shall not bend or break under the weight of the reinforcement bars or Contractor's personnel walking on the reinforcing bars. 2. Bar chairs may be made of inetal (free of rust), precast mortar or concrete blocks or plastic. 3. For approval of plastic chairs, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5-percent solution of sodium hydroxide for 120-hours. 4. Sar chairs may be rejected for failure to meet any of the requirements of this specification. I. Joint Filler 1. Joint filler is the material placed in concrete pavement and concrete structures to allow for the expansion and contraction of the concrete. 2. Wood Boards: Used as joint filler for concrete paving. a. Boards for expansion joint filler shall be of the required size, shape and type indicated on the Drawings or required in the specifications. 1) Soards shall be of selected stock of redwood or cypress. The boards shall be sound heartwood and shall be free from sapwood, knots, clustered birdseyes, checks and splits. 2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall be sufficiently rigid to permit ease of installation. 3) Boards shall be furnished in lengths equal to the width between longitudinal joints, and may be furnished in strips or scored sheet of the required shape. 3. Dimensions. The thickness of the expansion joint filler shall be shown on the Drawings; the width shall be not less than that shown on the Drawings, providing for the top seal space. 4. Rejection. Expansion joint filler may be rejected for failure to meet any of the requirements of this specification. J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73. K. Curing Materials 1. Membrane-Forming Compounds. a. Conform to the requirements of ASTM C309, Type 2, white pigmented compound and be of such nature that it shall not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete. b. The compound shall produce a firm, continuous uniform moisture-impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 13 13 - 7 CONCRETE PAVING Page 7 of 22 1 c. It shall, when applied to the damp concrete surface at the specified rate of 2 coverage, dry to touch in 1 hour and dry through in not more than 4 hours under 3 normal conditions suitable for concrete operations. 4 d. It shall adhere in a tenacious film without running off or appreciably sagging. 5 e. It shall not disintegrate, check, peel or crack during the required curing period. 6 f. The compound shall not peel or pick up under traffic and shall disappear from 7 the surface of the concrete by gradual disintegration. 8 g. The compound shall be delivered to the job site in the manufacturer's original 9 containers only, which shall be clearly labeled with the manufacturer's name, the 10 trade name of the material and a batch number or symbol with which test 11 samples may be correlated. 12 h. When tested in accordance with ASTM C 156 Water Retention by Concrete 13 Curing Materials, the liquid membrane-forming compound shall restrict the loss 14 of water present in the test specimen at the time of application of the curing 15 compound to not more than 0.01-oz.-per-2 inches of surface. 16 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL 18 A. Mix Design 19 1. Concrete Mix Design and Control 20 a. The City has a pre-approved list of concrete mix designs. The pre-approved list 21 can be found on the City website under Project Resources Folder. These mix 22 designs meet the requirements of applicable Ciry specifications and the 23 Contractor may use mix designs from the list without the need for review and 24 approval. The contractor shall notify the City in writing which mix in the 25 preapproved list the contractor uses for a project. 26 b. For a mix design not included in the pre-approved list, the Contractor sha1142 27 submit a design of the concrete mix it proposes to use and a full description of 28 43 the source of supply of each material component at least 10 calendar days 29 prior 44 to the start of concrete paving operations. 30 c. The design of the concrete mix shall produce a quality concrete complying with 31 these specifications and shall include the following information: 32 1) Design Requirements and Design Summary 33 2) Material source 34 3) Dry weight of cement/cubic yard and type 35 4) Dry weight of fly ash/cubic yard and type, if used 36 5) Saturated surface dry weight of fine and coarse aggregates/cubic yard 37 6) Design water/cubic yard 38 7) Quantities, type, and name of admixtures with manufacturer's data sheets 39 8) Current strength tests or strength tests in accordance with ACI 318 40 9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates 41 42 43 44 45 46 47 48 and date of tests 10) Fineness modulus of fine aggregate 11) Specific Gravity and Absorption Values of fine and coarse aggregates 12) L.A. Abrasion of coarse aggregates d. Once mix design approved by City, maintain intent of mix design and maximum water to cement ratio. e. No concrete may be placed on the job site until the mix design has been approved by the City. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 8 CONCRETE PAVING Page 8 of 22 1 2. Quality of Concrete 2 a. Consistency 3 1) In general, the consistency of concrete mixtures shall be such that: 4 a) Mortar shall cling to the coarse aggregate 5 b) Aggregate shall not segregate in concrete when it is transported to the 6 place of deposit 7 c) Concrete, when dropped directly from the discharge chute of the mixer, 8 shall flatten out at the center of the pile, but the edges of the pile shall 9 10 stand and not flow d) Concrete and mortar shall show no free water when removed from the 11 mixer 12 e) Concrete shall slide and not flow into place when transported in metal 13 chutes at an angle of 30 degrees with the horizontal 14 f) Surface of the finished concrete shall be free from a surface film or 15 laitance 16 2) When field conditions are such that additional moisture is needed for the 17 final concrete surface finishing operation, the required water shall be applied 18 to the surface by hand sprayer only and be held to a minimum amount. 19 3) The concrete shall be workable, cohesive, possess satisfactory finishing 20 qualities and be of the stiffest consistency that can be placed and vibrated into 21 a homogeneous mass. 22 4) Excessive bleeding shall be avoided. 23 5) If the strength or consistency required for the class of concrete being 24 produced is not secured with the minimum cement specified or without 25 exceeding the maximum water/cement ratio, the Contractor may use, or the 26 City may require, an approved cement dispersing agent (water reducer); or 27 the Contractor shall furnish additional aggregates, or aggregates with 28 different characteristics, or the Contractor may use additional cement in 29 order to produce the required results. 30 6) The additional cement may be permitted as a temporary measure, until 31 aggregates are changed and designs checked with the different aggregates 32 or cement dispersing agent. 33 7) The Contractor is solely responsible for the quality of the concrete 34 produced. 35 8) The City reserves the right to independently verify the quality of the 36 concrete through inspection of the batch plant, testing of the various 37 materials used in the concrete and by casting and testing concrete cylinders 38 or beams on the concrete actually incorporated in the pavement. 39 b. Standard Class 40 1) Unless otherwise shown on the Drawings or detailed specifications, the 41 standard class for concrete paving for streets and alleys is shown in the 42 43 following table: CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 9 CONCRETE PAVING Page 9 of 22 Standard Classes of Pavement Concrete 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 Class of Minimum 28 Day Min. Maximum Course General Usage Concretel Cementitious, Compressive, Water/ Aggregate (InformationalOnly) Lb./CY Strength2 Cementitious, Maximum psi Ratio Size inch Sidewalks and ADA A 470 3,000 0.58 1-1/2 ramps, driveways, curb & gutter, median avement Inlets, manholes, junction boxes, CIP 470 3,000 0.50 1-1/2 encasement, blocking, collars, light pole foundations C 517 3,600 0.45 1-1/2 Headwalls, wingwalls, culverts, drilled shafts P 517 3,600 0.49 1-1/2 Machine placed Paving H 564 4,500 0.45 1-1/2 Hand laced Pavin HES 564 4,500 0.45 1-1/2 HES Pavin Bridge slabs, top slabs S 564 4,000 0.45 1-1/2 of direct traffic culverts, a roach slabs 1. All exposed horizontal concrete shall have entrained-air. 2. Minimum Compressive Strength Required. 1) Concrete Sidewalks and Curb & Gutter: Class A 2) Cast-In-Place Concrete Structures: Clas CIP and Class C 3) Machine-Laid Concrete: Class P 4) Hand-Laid concrete: Class H 5) Structural Concrete: Class S 6) High Early Strength Concrete: Class HES (1) When shown on the Drawings or allowed, provide Class HES concrete for very early opening of pavements area or leaveouts to traffic. (2) Design class HES to meet the requirements of class specified for concrete pavement and a minimum compressive strength of 2,600 psi in 24 hours, unless other early strength and time requirements are shown on the Drawings allowed. c. Slump 1) Slump requirements for pavement and related concrete shall be as specified in the following table: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 13 13 - 10 CONCRETE PAVING Page 10 of 22 1 2 Concrete Pavement and Related Concrete Slump Requirements Add classes of concrete Concrete Use Recommended Acceptable Design Placement and Placement Slump, Slump, (inch) (inch) Sli -Form/Form-Ridin Pavin 1-1/2 1— 3 Hand Formed Pavin 4 3— 5 Headwalls, wingwalls, culverts, inlets, manholes, junction boxes, encasement, blocking, collars, light pole foundations, 4 3— 5 slabs, sidewalk, curb and gutter, concrete valley gutter and other miscellaneous concrete Drilled shafts 6-1/2 5-1/2 — 7-1/2 3 4 5 6 7 8 2) No concrete shall be permitted with slump in excess of the maximums shown. 3) Any concrete mix failing to meet the above consistency requirements, although meeting the slump requirements, shall be considered unsatisfactory, and the mix shall be changed to correct such unsatisfactory conditions. 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION [NOT USED] 13 3.4 INSTALLATION 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A. Equipment 1. All equipment necessary for the construction of this item shall be on the project. 2. The equipment shall include spreading devices (augers), internal vibration, tamping, and surface floating necessary to finish the freshly placed concrete in such a manner as to provide a dense and homogeneous pavement. 3. Machine-Laid Concrete Pavement a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms that are uniformly supported on a very firm subbase to prevent sagging under the weight of machine. b. Slip-Form Paver 1) Slip-form paving equipment shall be provided with traveling side forms of sufficient dimensions, shape and strength so as to support the concrete laterally for a sufficient length of time during placement. 2) City may reject use of Slip-Form Paver if paver requires over-digging and impacts trees, mailboxes or other improvements. 4. Hand-Laid Concrete Pavement CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 11 CONCRETE PAVING Page ll of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 a. Machines that do not incorporate these features, such as roller screeds or vibrating screeds, shall be considered tools to be used in hand-laid concrete construction, as slumps, spreading methods, vibration, and other procedures are more common to hand methods than to machine methods. 5. City may reject equipment and stop operation if equipment does not meet requirements. B. Concrete Mixing and Delivery 1. Transit Batching: shall not be used — onsite mixing not permitted 2. Ready Mixed Concrete a. The concrete shall be produced in an approved method conforming to the requirements of this specification and ASTM C94/C94M. City shall have access ready mix to get samples of materials. b. City shall have access to ready mix plant to obtain material samples. c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate Procedure 2: 1) As the mixer is being emptied, individual samples shall be taken after the discharge of approximately 15 percent and 85 percent of the load. 2) The method of sampling shall provide that the samples are representative of widely separated portions, but not from the very ends of the batch. d. The mixing of each batch, after all materials are in the drum, shall continue until it produces a thoroughly mixed concrete of uniform mass as determined by established mixer performance ratings and inspection, or appropriate uniformity tests as described in ASTM C94. e. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. f. Retempering or remixing shall not be permitted. 3. Delivery a. Deliver concrete at an interval not exceeding 30 minutes or as determined by City to prevent cold joint. 4. Delivery Tickets a. For all operations, the manufacturer of the concrete shall, before unloading, furnish to the purchaser with each batch of concrete at the site a delivery ticket on which is printed, stamped, or written, the following information to determine that the concrete was proportioned in accordance with the approved mix design: 1) Name of concrete supplier 2) Serial number of ticket 3) Date 4) Truck number 5) Name of purchaser 6) Specific designation of job (name and location) 7) Specific class, design identification and designation of the concrete in conformance with that employed in job specifications 8) Amount of concrete in cubic yards 9) Time loaded or of first mixing of cement and aggregates 10) Water added by receiver of concrete 11) Type and amount of admixtures CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 10, 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 32 13 13 - 12 CONCRETE PAVING Page 12 of 22 2 3 4 5 6 7 8 9 10 C. Subgrade 1. When manipulation or treatment of subgrade is required on the Drawings, the work shall be performed in proper sequence with the preparation of the subgrade for pavement. 2. The roadbed shall be excavated and shaped in conformity with the typical sections and to the lines and grades shown on the Drawings or established by the City. 3. All holes, ruts and depressions shall be filled and compacted with suitable material and, if required, the subgrade shall be thoroughly wetted and reshaped. 4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be corrected. 11 5 12 13 6 14 7 15 16 8. 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 The subgrade shall be uniformly compacted to at least 95 percent of the maximum density as determined by ASTM D698. Moisture content shall be within minus 2 percent to plus 4 percent of optimum. The prepared subgrade shall be wetted down sufficiently in advance of placing the pavement to ensure its being in a firm and moist condition. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution of the work. 9. The Contractor shall notify the City at least 24 hours in advance of its intention to place concrete pavement. 10. After the specified moisture and density are achieved, the Contractor shall maintain the subgrade moisture and density in accordance with this Section. 11. In the event that rain or other conditions may have adversely affected the condition of the subgrade or base, additional tests may be required as directed by the City. D. Placing and Removing Forms 1. Placing Forms a. Forms for machine-laid concrete 1) The side forms shall be metal, of approved cross section and bracing, of a height no less than the prescribed edge thickness of the concrete section, and a minimum of 10 feet in length for each individual form. 2) Forms shall be of ample strength and staked with adequate number of pins capable of resisting the pressure of concrete placed against them and the thrust and the vibration of the construction equipment operating upon them without appreciable springing, settling or deflection. 3) The forms shall be free from warps, bends or kinks and shall show no variation from the true plane for face or top. 4) Forms shall be jointed neatly and tightly and set with exactness to the established grade and alignment. 5) Forms shall be set to line and grade at least 200 feet, where practicable, in advance of the paving operations. 6) In no case shall the base width be less than 8 inches for a form 8 inches or more in height. 7) Forms must be in firm contact with the subgrade throughout their length and base width. 8) If the subgrade becomes unstable, forms shall be reset, using heavy stakes or other additional supports may be necessary to provide the required stability. b. Forms for hand-laid concrete CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 13 CONCRETE PAVING Page 13 of 22 1 1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2 2 inches in thickness or equivalent when wooden forms are used, or be of a 3 gauge that shall provide equivalent rigidity and strength when metal forms are 4 used. 5 2) For curves with a radius of less than 250 feet, acceptable flexible metal or 6 wood forms shall be used. 7 3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line 8 shall be rejected. 9 2. Settling. When forms settle over 1/8 inch under finishing operations, paving 10 operations shall be stopped the forms reset to line and grade and the pavement then 11 brought to the required section and thickness. 12 3. Cleaning. Forms shall be thoroughly cleaned after each use. 13 4. Removal. 14 a. Forms shall remain in place until the concrete has taken its final set. 15 b. Avoid damage to the edge of the pavement when removing forms. 16 c. Repair damage resulting from form removal and honeycombed areas with a 17 mortar mix within 24 hours after form removal unless otherwise approved. 18 d. Clean joint face and repair honeycombed or damaged areas within 24 hours 19 after a bulkhead for a transverse construction joint has been removed unless 20 otherwise approved. 21 e. When forms are removed before 72 hours after concrete placement, promptly 22 apply membrane curing compound to the edge of the concrete pavement. 23 E. Placing Reinforcing Steel, Tie, and Dowel Bars 24 1. General 25 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed 26 as shown on the Drawings. 27 b. All reinforcing steel shall be clean, free from rust in the form of loose or 28 objectionable scale, and of the type, size and dimensions shown on the 29 Drawings. 30 c. Reinforcing bars shall be securely wired together at the alternate intersections 31 and all splices and shall be securely wired at each intersection dowel and load- 32 transmission unit intersected. 33 d. All bars shall be installed in their required position as shown on the Drawings. 34 e. The storing of reinforcing or structural steel on completed roadway slabs 35 generally shall be avoided and, where permitted, such storage shall be limited to 36 quantities and distribution that shall not induce excessive stresses. 37 Splices 38 a. Provide standard reinforcement splices by lapping and tying ends. 39 b. Comply with ACI 318 for minimum lap of spliced bars where not specified on 40 the Drawings. 41 3. Installation of Reinforcing Steel 42 a. All reinforcing bars and bar mats shall be installed in the slab at the required 43 depth below the finished surface and supported by and securely attached to bar 44 chairs installed on prescribed longitudinal and transverse centers as shown by 45 sectional and detailed drawings on the Drawings. 46 b. Chairs Assembly. The chair assembly shall be similar and equal to that shown 47 on the Drawings and shall be approved by the City prior to extensive fabrication. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 14 CONCRETE PAVING Page 14 of 22 1 c. After the reinforcing steel is securely installed above the subgrade as specified 2 in Drawings and as herein prescribed, no loading shall be imposed upon the bar 3 mats or individual bars before or during the placing or finishing of the concrete. 4 4. Installation of Dowel Bars 5 a. Install through the predrilled joint filler and rigidly support in true horizontal 6 and vertical positions by an assembly of bar chairs and dowel baskets. 7 b. Dowel Baskets 8 1) The dowels shall be held in position exactly parallel to surface and 9 centerline of the slab, by a dowel basket that is left in the pavement. 10 2) The dowel basket shall hold each dowel in exactly the correct position so 11 firmly that the dowel's position cannot be altered by concreting operations. 12 c. Dowel Caps 13 1) Install cap to allow the bar to move not less than 1-1/4 inch in either 14 direction. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5. Tie Bar and Dowel Placement a. Place at mid-depth of the pavement slab, parallel to the surface. b. Place as shown on the Drawings. 6. Epoxy for Tie and Dowel Bar Installation 1) Epoxy bars as shown on the Drawings. 2) Use only drilling operations that do not damage the surrounding operations. 3) Slow out drilled holes with compressed air. 4) Completely fill the drilled hole with approved epoxy before inserting the tie bar into the hole. 5) Install epoxy grout and bar at least 6 inches embedded into concrete. F. Joints 1. Joints shall be placed where shown on the Drawings or where directed by the City. 2. The plane of all joints shall make a right angle with the surface of the pavement. 3. No joints shall have an error in alignment of more than 1/2 inch at any point. 4. Joint Dimensions a. The width of the joint shall be shown on the Drawings, creating the joint sealant reservoir. b. The depth of the joint shall be shown on the Drawings. c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's recommendations. d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement surface at the center of the joint. 5. Transverse Expansion Joints a. Expansion joints shall be installed perpendicularly to the surface and to the centerline of the pavement at the locations shown on the Drawings, or as approved by the City. b. Joints shall be of the design width, and spacing shown on the Drawings, or as approved by the City. c. Dowel bars, shall be of the size and type shown on the Drawings, or as approved by the City, and shall be installed at the specified spacing. d. Support dowel bars with dowel baskets. e. Dowels shall restrict the free opening and closing of the expansion join and shall not make planes of weaknesses in the pavement. f. Greased Dowels for Expansion Joints. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 15 CONCRETE PAVING Page 15 of 22 1) Coat dowels with a thin film of grease or other approved de-bonding 2 material. 3 2) Provide dowel caps on the lubricated end of each dowel bar. 4 g. Proximity to Existing Structures. When the pavement is adjacent to or around 5 existing structures, expansions joints shall be constructed in accordance with the 6 details shown on the Drawings. 7 6. Transverse Contraction Joints 8 a. Contraction or dummy joints shall be installed at the locations and at the 9 intervals shown on the Drawings. 10 b. Joints shall be of the design width, and spacing shown on the Drawings, or as 11 approved by the City. 12 c. Dowel bars, shall be of the size and rype shown on the Drawings, or as 13 approved by the City, and shall be installed at the specified spacing. 14 d. Joints shall be sawed into the completed pavement surface as soon after initial 15 concrete set as possible so that some raveling of the concrete is observed in 16 order for the sawing process to prevent uncontrolled shrinkage cracking. 17 e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of 18 1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual 19 pavement thickness, or deeper if so indicated on the Drawings. 20 f. Complete sawing as soon as possible in hot weather conditions and within a 21 maximum of 24 hours after saw cutting begins under cool weather conditions. 22 g. If sharp edge joints are being obtained, the sawing process shall be sped up to 23 the point where some raveling is observed. 24 h. Damage by blade action to the slab surface and to the concrete immediately 25 adjacent to the joint shall be minimized. 26 i. Any portion of the curing membrane which has been disturbed by sawing 27 operations shall be restored by spraying the areas with additional curing 28 compound. 29 30 31 32 33 34 35 36 37 38 39 40 41 7. Transverse Construction Joints a. Construction joints formed at the close of each day's work or when the placing of concrete has been stopped for 30-minutes or longer shall be constructed by use of inetal or wooden bulkheads cut true to the section of the finished pavement and cleaned. b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material. c. Longitudinal bars shall be held securely in place in a plane perpendicular to the surface and at right angles to the centerline of the pavement. d. Edges shall be rounded to 1/4 inch radius. e. Any surplus concrete on the subgrade shall be removed upon the resumption of the work. 8. Longitudinal Construction Joints a. Longitudinal construction joints shall be of the type shown on the Drawings. 42 9. Joint Filler 43 a. Joint filler shall be as specified in 2.2.I of the size and shape shown on the 44 Drawings. 45 b. Redwood Board joints shall be used for all pavement joints except for 46 expansion joints that are coincident with a butt joint against existing 47 48 49 pavements. c. Boards with less than 25-percent of moisture at the time of installation shall be thoroughly wetted on the job. C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 16 CONCRETE PAVING Page 16 of 22 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 d. Green lumber of much higher moisture content is desirable and acceptable. e. The joint filler shall be appropriately drilled to admit the dowel bars when required. f. The bottom edge of the filler shall extend to or slightly below the bottom of the slab. The top edge shall be held approximately 1/2 inch below the finished surface of the pavement in order to allow the finishing operations to be continuous. g. The joint filler may be composed of more than one length of board in the length of joint, but no board of a length less than 6 foot may be used unless otherwise shown on the Drawings. h. After the removal of the side forms, the ends of the joints at the edges of the slab shall be carefully opened for the entire depth of the slab. 10. Joint Sealing. Routine pavement joints shall be filled consistent with paving details and as specified in Section 32 13 73. Materials shall generally be handled and applied according to the manufacturer's recommendations as specified in Section 32 13 73. G. Placing Concrete 1. Unless otherwise specified in the Drawings, the finished pavement shall be constructed monolithically and constructed by machined laid method unless impractical. The city will make determination of what is practical. The maximum length of concrete lane that can be placed by hand pouring is 501inear feet. 2. The concrete shall be rapidly deposited on the subgrade in successive batches and shall be distributed to the required depth and for the entire width of the pavement by approved methods. 3. Any concrete not placed as herein prescribed within the time limits in the following table will be rejected. Time begins when the water is added to the mixer. Tem erature — Time Re uirements Concrete Temperature Max Time — minutes Max Time — minutes (at oint of lacement) (no retardin a ent) (with retardin a ent)1 Non-A itated Concrete All tem eratures 45 45 A itated Concrete Above 90°F 45 75 Above 75°F thru 90°F 60 90 75°F and Selow 60 120 28 1 Normal dosage of retarder. 29 30 4. Rakes shall not be used in handling concrete. 31 5. At the end of the day, or in case of unavoidable interruption or delay of more than 32 30 minutes or longer to prevent cold joints, a transverse construction joint shall be 33 placed in accordance with 3.4.F.7 of this Section. 34 6. Honeycombing C1TY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 17 CONCRETE PAVING Page 17 of 22 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 a. Special care shall be taken in placing and vibrating the concrete against the forms and at all joints and assemblies so as to prevent honeycombing. Concrete shall be uniformly consolidated throughout its width and depth, free from honey combed areas, and has a consistent void-free closed surface. b. Excessive voids and honeycombing in the edge of the pavement, revealed by the removal of the side forms, may be cause for rejection of the section of slab in which the defect occurs. H. Finishing 1. Machine a. Tolerance Limits 1) While the concrete is still workable, it shall be tested for irregularities with a 10 foot straightedge placed parallel to the centerline of the pavement so as to bridge depressions and to touch all high spots. 2) Ordinates measured from the face of the straightedge to the surface of the pavement shall at no place exceed 1/16 inch-per-foot from the nearest point of contact. 3) In no case shall the maximum ordinate to a 10 foot straightedge be greater than 1/8 inch. 4) Any surface not within the tolerance limits shall be reworked and refinished. b. Edging 1) The edges of slabs and all joints requiring edging shall be carefully tooled with an edger of the radius required by the Drawings at the time the concrete begins to take its "set" and becomes non-workable. 2) All such work shall be left smooth and true to lines. 2. Hand a. Hand finishing permitted only in intersections and areas inaccessible to a finishing machine. b. When the hand method of striking off and consolidating is permitted, the concrete, as soon as placed, shall be approximately leveled and then struck off with screed bar to such elevation above grade that, when consolidated and finished, the surface of the pavement shall be at the grade elevation shown on the Drawings. c. The straightedge and joint finishing shall be as prescribed herein. 35 I. Curing 36 1. The curing of concrete pavement shall be thorough and continuous throughout the 37 entire curing period. 38 39 40 41 42 43 44 45 46 2. Failure to provide proper curing as herein prescribed shall be considered as sufficient cause for immediate suspension of the paving operations. 3. The curing method as herein specified does not preclude the use of any of the other commonly used methods of curing, and the City may approve another method of curing if so requested by the Contractor. 4. If any selected method of curing does not afford the desired results, the City shall have the right to order that another method of curing be instituted. 5. After removal of the side forms, the sides of the slab shall receive a like coating before earth is banked against them. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 18 CONCRETE PAVING Page 18 of 22 1 6. 2 3 7. 4 5 8. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 The solution shall be applied, under pressure with a spray nozzle, in such a manner as to cover the entire surfaces thoroughly and completely with a uniform film. The rate of application shall be such as to ensure complete coverage and shall not exceed 20-square-yards-per-gallon of curing compound. When thoroughly dry, it shall provide a continuous and flexible membrane, free from cracks or pinholes, and shall not disintegrate, check, peel or crack during the curing period. 9. If for any reason the seal is broken during the curing period, it shall be immediately repaired with additional sealing solution. 10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing Materials, the curing compound shall provide a film which shall have retained within the test specimen a percentage of the moisture present in the specimen when the curing compound was applied according to the following. 11. Contractor shall maintain and properly repair damage to curing materials on exposed surfaces of concrete pavement continuously for a least 72 hours. J. Monolithic Curbs 1. Concrete for monolithic curb shall be the same as for the pavement and shall be placed within 20-minutes of the placement of the slab concrete. 2. After the concrete has been struck off and sufficiently set, the exposed surfaces shall be thoroughly worked to achieve an acceptable surface finish. 3. The exposed edges shall be rounded by the use of an edging tool to the radius indicated on the Drawings. 4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface. K. Pavement Leaveouts 25 1. Pavement leaveouts as necessary to maintain and provide for local traffic shall be 26 provided at location indicated on the Drawings or as directed by the City. 27 2. The extent and location of each leaveout required and a suitable crossover 28 connection to provide for traffic movements shall be determined in the field by the 29 City. 30 3.5 REPAIR 31 A. Repair of concrete pavement concrete shall be consistent with the Drawings and as 32 specified in Section 32 O1 29. 33 3.6 RE-INSTALLATION [NOT USED] 34 3.7 SITE QUALITY CONTROL 35 36 37 38 39 40 41 42 A. Concrete Placement 1. Place concrete using a fully automated paving machine. Hand paving only permitted in areas such as intersections where use of paving machine is not practical a. All concrete pavement not placed by hand shall be placed using a fully automated paving machine as approved by the City. b. Screeds are considered hand placement paving method. B. Testing of Materials CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 19 CONCRETE PAVING Page 19 of 22 1 1. Samples of all materials for testing shall be provided by the contractor at no 2 expense to the City, unless otherwise specified in the special provisions or in the 3 Drawings. 4 2. In the event the initial sampling and testing does not comply with the specifications, 5 all subsequent testing of the material in order to determine if the material is 6 acceptable shall be at the Contractor's expense at the same rate charged by the 7 commercial laboratories. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3. All testing shall be in accordance with applicable ASTM Standards and concrete testing technician must be ACI certified or equivalent. C. Pavement Thickness Test 1. Pavement thickness test shall be performed by a commercial testing laboratory approved by the Ciry every 100 feet or fraction thereof in accordance with TxDOT Designation: Tex-423-A, unless otherwise shown on the plans. Test locations shall be at the discretion of the City. 2. In the event a deficiency in the thickness of pavement is revealed during normal testing operations, core samples shall be taken at the contractor's expense to verify deficiency of more than 0.2 in. from plan thickness and to isolate the deficient area. 3. Where the average thickness of pavement in the area found to be deficient in thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be made at an adjusted price as specified in the following table. Deficiency in Thickness Proportional Part Determined b Cores Of Contract Price Inches Allowed 0.00 - 0.20 100 percent 0.21 - 0.30 80 percent 0.31 - 0.40 70 percent 0.41 - 0.50 60 percent 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 4. Any area of pavement found deficient in thickness by more than 0.50 inch but not more than 0.75 inch or 1/10 of the thickness specified on the Drawings, whichever is greater, shall be evaluated by the City. 5. If, in the judgment of the City the area of such deficiency should not be removed and replaced, there shall be no payment for the area retained. 6. If, in the judgment of the City, the area of such deficiency warrants removal, the area shall be removed and replaced, at the Contractor's entire expense, with concrete of the thickness shown on the Drawings. 7. Any area of pavement found deficient in thickness by more than 0.75 inch or more than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced with concrete of the thickness shown on the Drawings at the Contractor's sole expense. 8. No additional payment over the contract unit price shall be made for any pavement of a thickness exceeding that required by the Drawings. D. Pavement Strength Test CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 20 CONCRETE PAVING Page 20 of 22 1. During the progress of the work the commercial testing laboratory casts test cylinders for conforming to ASTM C31, to maintain a check on the compressive strengths of the concrete being placed. 4 2. Test cylinders shall be taken from a representative portion of concrete being placed 5 for every 150-cubic yards of concrete pavement placed, but in no case shall fewer 6 than 1 set of cylinders be taken per day of placement. After the cylinders have been 7 cast, they shall remain on the job site and then transported, moist cured, and tested 8 in accordance with ASTM C31 and ASTM C39. 9 3. In each set, one of the cylinders shall be tested at 7 days (3 days for HES concrete), 10 two cylinders shall be tested at 28 days (three cylinders for 4" by 8" cylinders), and 11 the remaining cylinder shall be retained for testing at 56 days, if necessary. 12 Concrete must attain its design strength within 56 days. The 4" by 8" cylinders are 13 acceptable only when the nominal maximum aggregate size of the mix is less than 14 1-1/4 inch 15 4. If the 28 day test results indicate deficient strength, the Contractor may, at its option 16 and expense, core the pavement in question and have the cores tested by an 17 approved laboratory, in accordance with ASTM C42 and ACI 318 protocol, except 18 the average of all cores must meet 100 percent of the minimum specified strength, 19 with no individual core resulting in less than 90 percent of design strength, to 20 override the results of the cylinder tests. 21 5. In the event cylinders and/or cores do not meet minimum specified strength, 22 additional cores shall be taken to identify the limits of deficient concrete pavement 23 at the expense of the Contractor. 24 6. Cylinders and/or cores must meet minimum specified strength. Pavement not 25 meeting the minimum specified strength shall be subject to the money penalties or 26 removal and placement at the Contractor's expense as show in the following table. 27 Percent Deficient Percent of Contract Price Allowed Greater Than 0 ercent - Not More Than 10 ercent 90- ercent Greater Than 10 ercent - Not More Than 15 ercent 80- ercent Greater Than 15 percent 0-percent or removed and replaced at the entire cost and ex ense of Contractor as directed b Cit 28 29 30 31 32 33 34 35 36 7. Deficiency shall be determined on a panel by panel basis. 8. The amount of penalty shall be deducted from payment due to Contractor.. 9. No additional payment over the contract unit price shall be made for any pavement of strength exceeding that required by the Drawings and/or specifications. E. Cracked Concrete Acceptance Policy 1. If cracks exist in concrete pavement upon completion of the project, the Project Inspector shall decide as to the need for action to address the cracking as to its cause and recommended remedial work. 37 2. If the recommended remedial work is routing and sealing of the cracks to protect 38 the subgrade, the Inspector shall make the determination as to whether to rout and 39 seal the cracks at the time of final inspection and acceptance or at any time prior to 40 the end of the project maintenance period. The Contractor shall perform the routing 41 and sealing work as directed by the Project Inspector, at no cost to the City, 42 regardless of the cause of the cracking. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 32 13 13 - 21 CONCRETE PAVING Page 21 of 22 3. If remedial work beyond routing and sealing is determined to be necessary, the Inspector and the Contractor will attempt to agree on the cause of the cracking. 3 a. If agreement is reached that the cracking is due to deficient materials or 4 workmanship, the Contractor shall perform the remedial work at no cost to the 5 City. Remedial work in this case shall be limited to removing and replacing the 6 deficient work with new material and workmanship that meets the requirements 7 of the contract. 8 b. If the Inspector and the Contractor agree that the cause of the cracking is not 9 deficient materials or workmanship, the City may request the Contractor to 10 provide an estimate of the cost of the necessary remedial work and/or additional 11 work to address the cause of cracking, and the Contractor will perform that 12 work at the agreed-upon price if the City elects to do so. 13 4. If the Inspector and the Contractor cannot agree on the cause of the cracking, the 14 City may hire an independent geotechnical engineer, acceptable to the Contractor, 15 to perform testing and analysis to determine the cause of the cracking. The 16 contractor shall pay 50 percent of the costs of the independent testing. Contractor 17 shall provide one half of the estimated costs of the independent testing to be held by 18 the City. 19 5. If the independent geotechnical engineer determines that the primary cause of the 20 cracking is the Contractor's deficient material or workmanship, the remedial work 21 will be performed at the Contractor's entire expense and the Contractor will also 22 reimburse the City for the City's portion of cost of the geotechnical investigation. 23 Remedial work in this case shall be limited to removing and replacing the deficient 24 work with new material and workmanship that meets the requirements of the 25 contract. 26 6. If the geotechnical engineer determines that the primary cause of the cracking is not 27 the Contractor's deficient material or workmanship, the City will return the held 28 funds to the Contractor. The Contractor, on request, will provide the City an 29 estimate of the costs of the necessary remedial work and/or additional work and 30 will perform the work at the agreed-upon price as directed by the City. 31 3.8 SYSTEM STARTUP [NOT USED] 32 3.9 ADJUSTING [NOT USED] 33 3.10 CLEANING [NOT USED] 34 A. No concrete washout, mix, slurry, cuts, mud or solids etc., may enter the storm water 35 system including curb lines. Equipment washout allowed only in areas shown on 36 drawings and test materials or slag must be removed from site prior to final acceptance. 37 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised June 10, 2022 City Project No. UCO1-2024 0B 1B 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 12B 13B 14B 15B 16B 17B 18B 19B 20B 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 1 2 SECTION 32 91 19 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 1.2 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 1.3 1. Section Includes: 1. Furnish and place topsoil to a minimum of 3-inch depth unless otherwise shown on the Drawings within the Roadway Right-of-ways (Roadway ROW includes medians and parkways between the curb and property line. 2. Deviations from this City of Fort Worth Standard Specification 1. TOP SOIL- Where directed by the engineer, top soil shall be applied in accordance with "Top Soil Placement and Parkway Finishing" (32 91 19) except as follows: All labor, equipment, tools and incidentals shall be included in the Square Yard bid price for top soil. 3. Related Specification Sections include but are not necessarily limited to 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1- General Requirements PRICE AND PAYMENT PROCEDURES 1. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by cubic yard of Topsoil in place. 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 cubic yard of in place/tamped Topsoil. b. All excavation required by this Item in cut sections shall be measured in accordance with provisions for the various excavation items involved with the provision that excavation will be measured and paid for once, regardless of the manipulations involved. 3. The price bid shall include: a. Furnishing Topsoil b. Loading c. Hauling d. Placing REFERENCES [NOT USED] 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 ACTION SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 39 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS 5 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIEDPRODUCTS [NOT USED] 6 2.2 MATERIALS 7 1. Topsoil 8 1. Use easily cultivated, fertile topsoil that: 9 a. Is free from objectionable material including subsoil, weeds, clay lumps, non- 10 soil materials, roots, stumps or stones larger than 1.0 inches 11 b. Has a high resistance to erosion 12 c. Is able to support plant growth 13 2. Secure topsoil from approved sources. 14 3. Topsoil is subject to testing by the City. Contractor shall have soil delivery tickets 15 available upon request 16 4. pH: 5.5 to 8.5. 17 5. Liquid Limit: 50 or less 18 6. Plasticity Index: 20 or less 19 7. Gradation: maximum of 10 percent passing No. 200 sieve 20 2. Water: Clean and free of industrial wastes and other substances harmful to the growth 21 of vegetation 22 2.3 ACCESSORIES [NOT USED] 23 2.4 SOURCE QUALITY CONTROL [NOT USED] 24 PART 3 - EXECUTION 24 3.1 INSTALLERS [NOT USED] 25 3.2 EXAMINATION [NOT USED] 26 3.3 PREPARATION [NOT USED] 27 3.4 INSTALLATION 28 1. Finishing of Parkways 29 1. Smoothly shape parkways, shoulders, slopes, and ditches. 30 2. Cut parkways to finish grade prior to the placing of any improvements in or 31 adjacent to the roadway. 32 3. In the event that unsuitable material for right-of-ways is encountered, extend the depth 33 of excavation in the right-of-ways to 6 inches and backfill with a minimum of 3 inches 34 of top soil. 35 4. Make standard parkway grade perpendicular to and draining to the curb line. 36 a. Minimum: 1/4 inch per foot 37 b. Maximum:4:1 38 c. City may approve variations from these requirements in special cases. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 32 91 19 - 3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 12 3.5 5 6 7 Whenever the adjacent property is lower than the design curb grade and runoff drains away from the street, the right-of-ways grade must be set level with the top of the curb. The design grade from the right-of-ways extends to the back of the walk line. From that point (behind the walk), the grade may slope up or down at maximum slope of 4:1. 2. Placing of Topsoil 1. Spread the topsoil to a uniform loose cover at the thickness specified. 2. Place and shape the topsoil as directed. a. Hand tamp or roll topsoil surface (with hand tamper or landscaping roller or other accepted method) and finish a minimum of 5 feet from all flatwork. b. Ensure topsoil is free from objectionable material including subsoil, weeds, clay lumps, non-soil materials, roots, stumps or stones larger than 1.0 inches. c. No additional topsoil should be added within the critical root zone of trees. 3. Tamp the topsoil with a light roller or other suitable equipment. REPAIR/RESTORATION] [NOT USED] 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 20 21 22 23 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 3/11/2022 M Owen Revised title of specification and provided clarifications in Sections 1.1 Summary, 2.2 Materials, 3.4 Installation 24 CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 1 of 8 1 2 3 SECTION 33 05 14 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE 4 PART1- GENERAL 5 1.1 SUMMARY 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 1.2 36 37 38 A. Section Includes: 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test stations and other miscellaneous structures to a new grade B. Deviations from this City of Fort Worth Standard Specification 1. WATER METER AND METER BOX RELOCATION AND AD_JUSTMENT- This item shall include raising or lowering an existing meter box to the parkway grade specified. No payment will be made for adjusting existing boxes which are within 0.001 feet of specified parkway grade. The unit price bid shall be full and sufficient payment for all labor, equipment and materials used in the adjustment of the meter box. 2. AD.JUST WATER VALVE BOXES, MANHOLES AND VAULTS- Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools and incidentals necessary to complete the work. 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 O1 17 - Permanent Asphalt paving Repair 4. Section 32 O1 29 - Concrete Paving Repair 5. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6. Section 33 05 13 — Frame, Cover and Grade Rings 7. Section 33 39 10 — Cast-in-Place Concrete Manholes 8. Section 33 39 20 — Precast Concrete Manholes 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 10. Section 33 12 21 - AWWA Rubber-Seated Butterfly Valve 11. Section 33 04 11 - Corrosion Control Test Station 12. Section 33 04 12 - Magnesium Anode Cathodic Protection System PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Manhole — Minor Adjustment a. Measurement CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 330514-2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 2 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 � c. 1) Measurement for this Item shall be per each adjustment using only grade rings or other minor adjustment devices to raise or lower a manhole to a grade as specified on the Drawings. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Minor" completed. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring a new frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 4. Inlet a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to inlet to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Inlet Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 5. Valve Box a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Valve Box Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 6. Cathodic Protection Test Station CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 330514-4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 a. Measurement 1) Measurement for this Item shall be per each adjustment to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Cathodic Protection Test Station Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Meter Box a. Measurement 1) Minor adjustments to meter box less than 6-inches vertical shall be considered subsidiary to the meter box pay item. 2) Measurement for this Item shall be per each water meter adjustment required in excess of 6-inches vertically to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Meter Box Adjustment Extension" completed. c. The price shall include: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 11. 2022 UTILITY CUT REPAIR CONTRACT 2024 City Project No. UCO1-2024 330514-5 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 8 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 1.3 REFERENCES 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 A. Definitions 1) Excavation 2) Hauling 3) Disposal of excess material 4) Adjustment materials 5) Furnishing, placing and compaction of embedment and backfill 6) Concrete base material, as required 7) Surface restoration, unimproved area, as required 8) Clean-up Miscellaneous Structure This Item is intended for a unique structure. Bid Item should include details to identify the speciflc structure (i. e. Miscellaneous Structvre Adjustz��cnt, Sta. 1 +00� a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to said structure to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Miscellaneous Structure Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material 8) Permanent asphalt patch or concrete paving repair, as required 9) Clean-up L Minor Adjustment a. Refers to a small elevation change performed on an existing manhole where the existing frame and cover are reused. 2. Major Adjustment a. Refers to a significant elevation change performed on an existing manhole which requires structural modification or when a 24-inch ring is changed to a 30-inch ring. B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Texas Commission on Environmental Quality (TCEQ): a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and Related Structures. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER-FURNISHED [ou] OWNER-SUPPLIED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 A. Cast-in-Place Concrete 1. See Section 03 30 00. B. Modifications to Existing Concrete Structures 1. See Section 03 80 00. C. Grade Rings 1. See Section 33 05 13. D. Frame and Cover 1. See Section 33 05 13. E. Backfill material 1. See Section 33 05 10. F. Water valve box extension 1. See Section 33 12 20. G. Corrosion Protection Test Station 1. See Section 33 04 11. H. Cast-in-Place Concrete Manholes 1. See Section 33 39 10. I. Precast Concrete Manholes 1. See Section 33 39 20. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Verification of Conditions 7 1. Examine existing structure to be adjusted, for damage or defects that may affect 8 grade adjustment. 9 a. Report issue to City for consideration before beginning adjustment. 10 3.3 PREPARATION 11 A. Grade Verification 12 1. On major adjustments confirm any grade change noted on Drawings is consistent 13 with field measurements. 14 a. If not, coordinate with City to verify final grade before beginning adjustment. 15 3.4 ADJUSTMENT 16 17 18 19 20 21 22 23 24 25 26 27 A. Manholes, Inlets, and Miscellaneous Structures 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 30-inch frame and cover assembly per TCEQ requirement. 2. On manhole major adjustments, inlets and miscellaneous structures protect the bottom using wood forms shaped to fit so that no debris blocks the invert or the inlet or outlet piping in during adjustments. a. Do not use any more than a 2-piece bottom. 3. Use the least number of grade rings necessary to meet required grade. a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch rings. b. The maximum height of adjustment shall be no more than 12 inches for any combination of grade rings. If 12 inches is required, use 3— 4 inch rings. 28 B. Valve Boxes 29 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 30 the Drawings. 31 C. Backfill and Grading 32 1. Backfill area of excavation surrounding each adjustment in accordance to Section 33 33 05 10. 34 D. Pavement Repair 35 1. If required pavement repair is to be performed in accordance with Section 32 O1 17 36 or Section 32 O1 29. CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised March 11, 2022 City Project No. UCO1-2024 0B 1B 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 12B 13B 14B 15B APPENDIX GC-4.01 Availability of Lands - None GC-4.02 Subsurface and Physical Conditions - None GC-4.04 Underground Facilities - None GC-4.06 Hazardous Environmental Condition at Site - None GC-6.06.D Minority Business Enterprise Compliance MBE — Instructions to Bidders About the Business Equity Goal MSE — Business Equity Utilization Form MSE — Letter of Intent MBE — Prime Contractor Waiver Form MBE — Good Faith Effort Form MBE — Joint Venture Eligibility Form GC-6.07 Wage Rates 2013 Prevailing Wage Rates (Heavy & Highway Construction Projects) GC-6.09 Permits and Utilities — None GC-6.24 Nondiscrimination — None GR-01 60 00 Product Requirements — None Paving Details D520 — Asphalt Pavement Trench Repair D521 — Concrete Pavement Trench Repair D522 — Brick Pavement Trench Repair D525 — Standard Monolithic Curb D530 — Concrete Valley Gutter D534 — Standard Curb and Gutter D546 — Sidewalk Details Resolution 5082-05-2019 — Utility Cut Policy CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GC-4.01 Availability of Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GC-4.06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GC-6.06.D Minority Business Enterprise Compliance MBE - Instructions to Bidders About the Business Equity Goal MBE - Business Equity Utilization Form MBE - Letter of Intent MBE - Prime Contractor Waiver Form MBE - Good Faith Effort Form MBE - Joint Venture Eligibility Form CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 F{�RT �V��TH� �ity vf Fvrt 11Varth Bu�iness �quity Di�i�i�n IhfSTF�IJ�Tl�NS TQ BIDDERS ABC3LIT THE BU�IN�S� E�lJ1TY GO�IL �id numb�r: Business Equity Caal: °Ia It is fhe policy af kf�e City o# Forf'S+V�rth ta ensure th� fulk and equitable utifi�ation af ��si�t��s Eq�ity Firr�s ��rher� appro��ia#e, in #h� procur�ment of all goods and se�vic��, ��hs_.r a B��iness E��ity Goal is esta�lk�h�d for a bid, it rr�eans #hat th� City af Fort 3lUorth believ�� tF�� tf�er� are �u�iness �c�uity �ir�s av�ilabl� that can pr��rir�e goods ar serv��es re�uest�d by f�� bi€f. 1`�e Busine�� Equity Goal for 6id number _ i� °Ia. This r��n� fhat th� �ify beli�ves that th�re are available Busi�ess Equity F�rm� t��t ��n �rovide goods or s�r�.�ices r�q�ireo by th�� bid .and theref�re, __ °lo of th� Bidder's awarded am�unt m��t be s}�e�t witE� � Bus�ne�s Eq�ity Firrn, AEI r�qu�remer�ks �r�d r��ulations stafed in the C�ty'� current B��ir��s� Ec��iLV �rdinance #25��5-14-2�21 apply t� thi� bid. �e�ini�ior�s �re �t th� �n� of ihis d��urnent, Because a Busine�� Equity Go�j h�s �een est�blished f�r th;s i�ic#, in �rder fbr y�ur bid to be ct�rssid�red, a Bid�er rnust �ati�fy �� i17 of the conditions F�elow. A. Corr�mit tU �lee# or �x�eed ihe Busin�ss Equi#y Goal Hire 8�sir�ess Equity Firm{s) to provide g�ods or service� an� spe�tf �� le�st ih� g��l am�unt ti�ri#h #h� Busin�s� E��€ty Firm�s]. Step 1: �b€�in � fi�ting �f Busine�s �q�ity Firrr� by completiri� kHe "�equest far Li��ir�g of Certifi�d Firt�ns Form" Eac�ted �t the City af Fflrt Vlrorth's Bus�r��. Eq�ity �ivision website. �t��r 2: Request bids frorn Busine�s �quity Firrn� i� provid� g�ods or services at lea�t 10 calendar d�ys b�far� bid openi�g. Step 3: �ubr�it the fall�wing two �2) forms: a, Ut�li�ation �'lan �. L�tk�r[s� of Intent B. Prove a Gc�od Faith E#Fort Sh�w �ttempt tt� hire B�sEness �qui#y �irrr�s t� meef �r ex��e�i the ga�l, btat was unsuc�essful. This can accur in twa �2� w�ys: � } �id�er �rop4��s a srnallef Gaa[ �t�p 'i: Obta�n �[istirlg �f �usir�ess �quiky Firms by cr,r»pjeting the "F�eq�e�t for Listing a� ��rtified �iri�s Farm" lacated �t the City of For� UVQrth's �u�iress E�uity DivEsian, w��sit�. St�: R�qu�st bid� from Bu�ines� �quily Firms ta provide �aad� o� servi�es �t least 'f� calendar days �efor� bid �p�ning. �tep 3: �ubrni# the faflowing thre� {3} farrns: a. Ufilizati�n Plar� b. Letter(s) af In#ent c. �o�d Faith E�ort 2} �id��r prvpos�s a �°Iq Gaal Step �i; C�btain a li�ting of Bu�i��ss Equity �irrns by campletir�g the "Reques4 f�� I�isting ai G�rtifi�d F�irms Form" locatec� at th� City of ��r# V�iorth's �u�i��ss E€��ity Qivisian web�ite_ �#ep 2; Re�uest bid� from Bus�n�� E�uity Firr�s t� pr�vi�ie good� flr services at le�st 'I{7 �alend�r d�ys be`or� bid opening. 5t�3: If unsu��sful, �ubmif Gaod Fait� �f#c�rt F4rrn. Pleas� s�� Orainanc� �2�}r37C1la] pag� far re�uirements of an acc�Ptahle C;a€�d �aith �ff�rt. C. 3�rove that the Bidd�r Ga� P�ff�rm th� S�rvice and Rror�ide all Materials �n the Pr�ject as #he Frime Contractor �idd�r m�s� sh�w th�t kh� �idder is pr��+ading all �f �h� goods and services througfi� th�ir o�un c�rrrpany ar�e€ that ti�ere �re no goads ar s�rvi��s pr�vici�d by a tfi�ird ��ty or �n affilia#�, Bidder �r�ill not purchase any suppli�s or inventory from � third paety. St�p 1-: 11�ust �ubmit Prim� Ca�tra�t Vlfaiver Farm D, Cr�at� a Jaint V�€�tur� wi#h a E3�sin��s E�u�ty Firm A# lea�t one or batt� o� the fi�rr�s m�sf �e a�usiness Eq�ity Fiem Ste� 9: M�st �ubmit J�int llen#�re Forrn DEAD�IN� T� SU�N1{T R�C�UIRE�] DO�UM�NT� �ND �ORMS 8idd�rs rnu�t sulamif ��a1�d bi�� t� be open�d at the c#�te, t m�, and pl�c� st�ted in thc s�licit�tian for the public open�ng af bi�i�. Fax�d �opi�s v�rii! nat be acc�pt�d, �'REC�IJENTLY AS}(ED QUESTIC3NS 1, l� I arn �usin�ss �quity Firm, can I count r�y p�r�arma�ce ofthe �i�? Ar�s�ver. A Busine�s Equi#y Prime Cantractor can caunt its self-perfarrr�ance t��v�r�s me�fing th�� u�in�ss �quity Go�l f�r th� �s�Egn�d �forkh Am�ri�an In�ustry Cla�sification �yste�n �NAICS} corn�odity cades c�r� i#s Mir�or�ty B�siness Ent�rprise (Nig�} or �Nomen �usin�ss �r�t�rpris� ��NB�} c�rtif�c�tion. 2. V1+hat �f I am a Bus�ness �quity Firm, �ut I am unable '� seif perform �RI t�vork or provid� all of the �aod� under the �i�, can I ca�nt rny p�rf�rrnanc� un��r th� Bid? �1r�swer, If #h� �usir�ess Equity Prime car�nat se�f-perform al1 0� ihe tivork, it will be �ccountable f�� s�b��trac#ing with ce�ifie+� firms t� rr�eet the �verall �o�l. Bu�i€�e�s Ec�u�ty Firm� that qualify �a�c�er the "Siq�ificant Busir�ess Presence" definition rrkay c�unt in the Prograrr� t��an ��prov�l �f ��ll�l-BE. 3. This hi�i �aes not h�ve a s�t amour�t th�a# th� City wiil �urchasa From t�e Award�d Bidder, hc�v� �lo I camplete the f�rr1? }��s�vers: a. For a�aw bi�i proc�rernent, t�e lawest bidde� shall subrr�it a�itili�ation Pl�n �o Eat�r th�n �-�(l PM on th� k�ird busir��s� d�y after bkd� ar� opened c#�tailirtg ali Subco�tractars the �or�tractor i�tend� t� utili�e in its perForma�c� of ��Qn`ra�#, ��ntra�t�rs ##�at �re Bu�ines� Equity Firrns rr�ay co�{nt thei� se�f-p�rforme� s�rvices towarc�s r�neeting a B��sirr�ss Eq�aity Goal. �. F�r � B�st V�lue pr4��remenf, ail bidders who wi�h t� be cansidered f�r evaluation scor�ng s�all submit a Utilization Plan by �:QO PM on the #hird busines� d�y �ft�r #h� bids �re ap�n�r� �ie�tailie�o all S�bcontractor� the �on#ractor intends to uti�ize in its �er�orrnance of a Gontr��t. Co�tract�rs t�at ar� Bus�r��ss �qui#y �irm� may count their self-pe�#ormed ser�rice� tovvard� rr�eeting a Business �quity �o�l, �. Nan-com�aliance, It tii� fowest ��dd�r far a low bid pracurement or any �idd�rfor a Be�t V�lue pr�eurernent does not tim�ly �ubmit its Utiliz�tion F'i�n v�rith the required do�um�nts, that bidd�r will be deerrted N�n-Responsi�e. F�r � low bid procure�n��t, th� City will notify th� r�ext low��i bidd�r who shal! th�n s�br�it a lJiil�z�tion Plan with requir�d docum��t� na latar than �:DO FM on #he #hird �u�rn�ss �ay after the bidd�r r�c�ives r�otifica�ioi�, This prac�ss �vill be f�l��rved until a bidder s��m�t�ing the req�ired dacurr�e�ts i� select�d. R�FINfYI�iNS �usiness Eq�ai�y Firrn mean� an Inaependent Fi�m t��c is a�ert�ficd minority- �ndfor womer.-o�^rlied busines� enterpris� (M�I+V�E) ��vith a Signific�nt Busin�ss Presenc� �n th� Ciky's Mar�etpl�ce. Busir�ess Equity Goal rneans a��fc�lation prepared by th� �VIN-�� that inciudes all the follawing ��cf�rs; the d�kaifed cost estiErate o# the w�rl� tc� be performed, ar g�ads purch�s�d; t�e 6�cour�ty Mark�tpl��; the �v�i��bility �f Busin�ss Equity F�rms and �a�-Busine�s ��uiky Firms ir� t�e Nia� Ketplace deterrrtined o�a �Qntract-by-Cantract basis; and the �ub��nkr��tingfsup�lier opportunities af each p�ajer.t. G�r�ifie� rne��s #�ose #ir�ns id�nti��e� �y the i��rth Amer3can Indus�ry Classiiicatt�n 5y�st�m {�I�ICS� khai �ave t�een r�eterrt�ine�i to be a bona fid� MB� or UV�E by ��e N�r�h Central �ex�,� Regian�[ �er�ificatit�ti Ageney {€�CT�CA}, the ballasl�ort 4NorEh fvlinority Su�plier aev�lop�e�z �ouncil (DFV�! f�SD�}, 1Nomen's Bus�ness CaUncil-SUV {3lV��5}, Texas Depart�er�t of �ranspartation 1TxDOT) ar �nather certifying a�ge�cy th�t the ❑�If�l-BE m�y �ieerr� ap�rppri�te �n� a�cepted by t�e City af F�rt 1�Vorth. DViN-�� mean� th� City's [��rtm�nt �f �iv�rs��y �nd In�lusi�� — B�siness Equi#y Divisian Gc�ad Faith E�oris means t�e actions ui�de�ta�er� by a Contr��tor �r�d ��pr�ved �y DVIN-B� �5 d�scri��d int�e 6�siness Equity aedir�ance �2�-370, ��• �lain� V�t�tur� m��ns � busin��s enti#y formed by two or more independsnt Persons far the purpo�e of ��rsui�g a camrnon objec�ive, such �s a prirrse c�ntr�ct. Th� resultin� business entity has ac��itfonal res�urc�s ar�d cap��ity, enhan�ing its ability to cc�r�pet� f�r ]a�g�r aw�rds. A t�int x,�entu�e i� gen�r�fly characterize�i by shared awners�ip, share� r�tu�ns �nd �is�s, �nd shared governance. 1r� a�oint venture, the prime rt�anaging p�rtner halds 5� °Jo or rr�ore intere5t in th�e busrr��ss. P�rtner(�) liold ]�ss fh�n 5� °Ia intere�t but in mosl cas�s, �o€ les� kf�an ��°!a. Marke#pl�ce me�r�� the g�ographi� �r�� s d�fin�� by th� Ciky's most c�rreni Dis�arit� Study �i.e., Tarrant, Dallas, Denkar:, Joh�sor�, P�rker �nd Ul�i�e �ounties�. Res��nsive m�ans tha� a Perst�n is com��liant �nrith the requirerr3en�� c�f the Busine�:� Equity Qrdin�nce. �ignific�nt Bu�ir�� Pr�sen�� rn��ns a Persor� (�} wF�ich �as iis principal place of business located in�ide th� Marketplac�; �2j which has it� rriflcipal pla�e a# busine�s foc�ied outside #he Mark�tp��c� but ha� ��en verified #o be in �x�stenc� #ar a m�nimurn af 24 mant�s and fr�rt� uvk�ich at I��st 2�°l0 0# the b�siness'� w��Ecfvrc� i� b�sed in th� f��farketp�ac�; or (3� �n+hich �as cumul�#ive busi��ss receipts greater th�n $1 ��Q�,OQb for w�rk dane in the Marketpl�ce �ince ,1�ru�ry �, 20� �. U�s�ization �'lar� rrt�ar�s th� list n# Business Equity Firm� t�at a Co�trac#or e�mmit� will be ufili�ed �.a meet the Business �quiiy �t�sl fo� 2� spe�ifi� pr�ject, the �cop�� af th� �vork a�d the dflllar va[ues Qr th� pe��r�tag�s af tl�e �vork to k�� perf�ri��d. VIOLATI�NS ANa 5A�1CTlON� '�. Fail�ire fo compiy �vith the City's Business E��i�y Qr�in�nce �.vill r4sult ir� the bid being consi�er�d "Non-R�s�ansi�re." �. F�ilur� to su�rnit the required Busine�s Equity form� �n� dflcume�tat��n will r�s�lt in the bid being car�s3dereci n�n-responsive and a"wri�ten wa��inq" letter th�t may' imp�c# th� �ff�rc�r'� �val�ati�n �co� ir�g c�n future �ity b�d opportur�it�es far�pto �2 mon##�s, refer :a ordin�nce �2D-3�3 on Vi��ATioNS AN� ��G'�I�N� far c�ntinued off�nses or failures to comply. 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I � a� r 6 � � � � �� d � � � � � � � �� I � � � {f} � di � .� � � � � � � � � F�I i #f* I i� #{� l� Y! � �1l 1 L�` W W h1 � I..i a a. � _ � � � i�] � Q t� � � � � � � � C7 � � � � � � � � � � � � � � c� � �7 Cs'i � L m � 4 C�a � V} � •� � J �} e � O � i :'.:' C] W � ��/ Q� � � i� O � �}, � � ` � ❑ � ° � �u � � u� li a� � � � � � w � � � '� � � � � � � C � ❑ � N t � � � � � a o� o � � c � � � a o � � � � J J � � � � o � � � � � � � H � � � � � � C g1 4 � `� O � � � U � � •� � � � ❑ � � a--• �, � �' �a �,_-� � � � � = w � � � � � � � � � � , � '� �� ;n _ � u; 3 � Q} uY � C � ��y � � � � � o �, � � � D � � � � � 4) � � � � � v,� m '� t -� � �'�� +� �` � �. � � i � � � � � � � "� � � ;�, � � � � ' � u� -� � o �n � � `J C U �= � Vi � � �n��m � � � � 4 � Ot O � � � � � � � a � 4y � . � � � � � � � p � c�i�� u L � Q� C � � � C -„ � � � a� �a.° �� U r � � L � � � .� � . � ��,�,� , � � � � � � � d � � � � � � � � � .� � ¢, E � {° • � � a+ ��'�� --• � � � .� � � � � p L �, �: C � � � � � � � � � a � � � � � �, � � m o � � � � � � m � � m � � � � � � ° .� = � � ` �y � C.' 4 � � � � � � � o � � � � � � � � � � ._��j� � � � � � 4� � � � � f � ��;c �— �a � o � � ��.� o.�� +} O cn a) � � � Q dy � p , N Q�� •� � � � � � L � � � � +�1 �� c i � c U � � � � � as �, � � � � � � � p4 y/--�' � � � � � �i � � � � � W � � � � � � � ��Q � � � � � �, `*_ � ' � � [�1 ��'° �� °� � � � � � � � W a � � ,� �y US q.1 � � � � q"'y .� � N '�c��o� �n _ r� aJn�� q m � � � � � � O � � � � � � � � �� } � r� y � � [6 � � � � � �-' � p �' O � .� � O � � ,� � � U � L � � � � � �7 � � � � �' L � � � � �ea�co�� : o� �?�— �� 'C � �L � � {p 4-- {p � U% � �. � � � � � U � 9 � � � � 7�+ — � �7 e. if •"=' �' � dJ Q �1 � d7 ch � a�r �, W � :c � � a � � � � o ns .� � � � a_ 4 � ,e � � ` � � � �a�,�maa �7 (A � � � 93 .��oo�n � � � � �,,� � � � �� '� ��•L�as � m � � Q�� v � � C � � v � e � � 4.�s' ` � � -� G] �- � c � � � � u � c 0 C� L � (�} � � � � � � � � � m c� � °r i5. U�J ❑ m 3 44 � � c �, ° � � C3 � � z � � � � .� _ �n �. �a �n `...° o a m � � a� � a` '" � d H U � ta � � � � N � � � ri � � a 7 q�j �a w� e 4 .� -} � � T W N � � � o �� y � M � �, .� �� C d �� .@? ` U > Q � ow� o �0�� z e �, �� Eb� � �� m � � � �r 2 Fo��r ��r�« B�sines� Equity D�vision LETTE� OF iNTENT A.B�s�ness Eq�ity Su�-Cantrac��rl�ar�su�#ar�t lr�f�rmatian: A o�rtif�ed Bus9ness E�u�ky_�rm is awne�_by, a Minarity or Nloman B�siness Ent�r�ris� {MI�VB�k P�oa�cr# a�o#_ 4itAp�feah!s F'lea�e �h�e�c 4n�j Amen�rnant ❑ Ch� ng� Or�er � [Pursuant [c lhe Cily of Fork W��rI�'s Eusir�ess Eq:�il�� rdinanc:, cer�ifre� $u5ines� �quiiy �rms pa�tlaip�ting u�der ki�e �rdinan�e rnusi be c�ert� i�d priar to recamr�endaEian of award in a�der �❑ bA ccun+ed lo�r��rds lh2 �usines� Eq4ily' c�r�ir2�i �021. ;prkifying �gencies �r�ceptable by the �wity: Norlh Cen'ral Texas Regianal CerEifcaiion A�ency (h1GTR�A), D�l�aslFort �^lorlh h�iinvrity Sup��lier pevelopment C�unc°I, In�. ;7FVV P�1��Cj, +Nomen's Business C��n�il - South�a��st {bVBCSj, or the Texas Dep�rimeni af T'ansp�rtation �7�D��'). Note: �or Feder��y-Fur�ed projec.s the firm r�ust b� cerGfied as s aisadvantaged Business �nterp�is� {�BEj by fhe N�7#�CA �n�?a�7�U07 �ndy.] AI[ Fields are Required - aa nat leave bl�r�k. 1. Narne of Project 2. [�arne of ��ferffrfPrir�e C�ntracl�r: 3. ��rne af Businass Equity �irm: Addr�ss: Firrn Con#a�l h'ameJPhone: 4. The undersigned is pre�•ared to per;�rm ihe follourin� oescr�bed work an�lor s�pply the mate��al fstea in connecti�n w�ith #he a�ove projecl (wh�re applicabfe sppci€y "s�ppl�," �r "in5tall" or b�th�: I�J�;ICS ��,c�e; {Owner� Authatit�d Ag�nt} T�p� ar Pr�n! hF�m¢ (�ignalureaf Ovrr�erlA�khor€xed Agentuf �ert�fEed 9usinass Eq€.If�+Firmf {Em�ll Addressj �. Affida�iE of O�FsrorJPrime In the amou€�t of 5 jhfame of C�rlifled �usln�ss�qulhfFirm� {bate� {Phone Humberj � HEREBY aE��ARE AidD AF=:�;M� th�t .. �m t�e duly au�hari�ed represenrative of ;0vrnerlAuti7orliecl Age�#� a�rd Iha# I have personally re+�iewed #he m�#erial and facls �h�ame of 47HerarlFrlme} set icrlh in lfi�is Lelter o� Inlenl. To lh� �es� of my knotvledge, infprmalio� and be{ief, #I�e facas in ihis fcrm ��e lrue, �nd no materia� facts h�ve be�n amill�d. Pursu�r�� t� khe City of Fort b►lorlh'� Busi��;s �quity Grdinanc�. �nY p�rsoni�ntib� tha# rnakes � false or fr2u��lent stat2mer�t in connecti�n wik� �articipation of a �ertifed frrn in anp� U:ty of Fart Warth co�tr�ct may b� referr�d for debarment procedure� underthe Cily a' �art 1Narlh's Business Equi#y Ordin�nce, I da solemnly �wear ar arfrm tf�at the sigr�atures cantainer� herein �na 1h� into.�atian �ra��ided 6y the �fferor,�Prim� are true and CorreC�, 2ntl 1h�f I am �ulhoriZetl oii 6e:�alf of the O�iercrlPri�e 1a -nake ihe affiQaaiC. jdwnrr� Auitlari�ed Agent� 7ype ffr Print Name {51gr�ature of 6wner�Authorfzetl Agentj {E�nailAddreSsa (Name nf OHerar�Prlm�} �4afeJ �Phane Mpn7ber} f7ep�rirne[si u,'�7iversi�y.�csd f��ciusicn Effecii�e Q[JDI�?C'1 3aEkincss Fquily� Divi�ia�i licvi� d_ G-R-21 F'�SusiL-IJ's'1� f�E(]=lic��ieif,-ti��sr�litct�sx��fi� Ph:kl7-34�-�ii?d r F�RT` VL��RTH ��t� af Fo�t'�Iforth B�,sir��ss Equtty �Ml1�fBE} Specificatians F�rim� �onfrac��r V11��v�r �or� 4FF�i�QR COMPAI�Y �IAME: ATTACHIvi�NT 1B Page 1 of 1 � Ch�tk �pplit�hie blotk to describe r.�,•;vr.r � { •:��N-P,�b^�EE B�D DATE C�ty's MSE Pr4�ect Gaal: �J4 4JftE�'Of'S fAlit F'ro�e�t C:ammitment: �ffl PR�JECT Nl]M@ER If both �nsw�rs to this �orm �r� YE�, do �ot cornplet� ATT,�CMi�1�N � 1 G(Gaoo Faith Effart Form). ,411 �u�5�ia:�s on this fc�r� must de G�rn�l�i�d �nd c� C�t�il�� 0x�lar�atir�n peavided, if a�p�ieabl�. lf the answe� tp �ither q�esti�n i5 N{}, then ycu �ust c�mplete �TTA�H�,�E�1� 1 G. This form ;s c�r�ly applic:abl� ii ��th �n�wers are yes. Failure ta comple#e this farm in ifs �nti�ety and h� re�eiv�d by#he Purchasir�� Division no la#er than 2:{!6 .m. on the secand Ci# t��sin��s da af�er bid o enin , exclusive of the bid openii7g date, wifl result in #h� bid h�ing c�nsidered nort�res�aon�iv� to faiti specifieafia�s_ Vl�ifl you pe�fflrm this er�tire cant�act withaut subcontractors? If yes, please prak�ide a det�iled ex.pl�r�ati�� that prorre� baSed �n ;he siz� �nd ��o�5e 4f this proie�t, this is yaur normal t�usiness practice ai7d pravid� an flper�tiona� profile pf ypur busin�s�. VYill �vu perfarm tl�is entire �ontra�t �vit�out su}�pliers? If y�s, pl��se p�c�vid� a de#aiied �xpl�n�ti�n th�# proves b2��d on the size �nd scope of this proje:.t, khis is yaut norm�l b�asiness praetic� and provide a�r invent�ry pr�file of ya�r �usiness. � Y�S � hl❑ � Y�S N� `fhe bfferor �ur�her �grees to provit��, direetfy tfl fhe C�ty upon r�qu�st, oprr�pf�fe anr� ��ur�t� info�maE[on regarding �c�ual v�rc�rk perforrned by all su�ca€�travfors. includiRg certified �v�1WE3E(s] nn this conlr2��k, fhe p�y�ent th�reb:` �jid �I�y pr0�ic]S�d Cil�nges tb th� ��iginal Mf1+VB�(�) arrang�m�n#s suhrni'#ec tivit� �his �id. T�e �fferor alsa �gr�es t� alfa�v �n �udit and�or examina#ior� of ar�y books, r�cart�s ar�d fles �e[d by th�ir cc�m�any that tivill su�stan[iaie #he �etuaf work p�r�nrme� by khe iv11V+1BEs on this �ontract, by an autharizeci c�ffice: or ernployee af the Gity. Arn� inter��ional antlJ�� kn�wing misrepr��ntati�n of facts �v�ll be ��ounds Por 1�rrr�inating th� cor�tra�t vr deaarment �r�m City wark for a period af na� �e�s th�n thr�e {3} ye�rs and far initiaEing actian under Fed�r�i, St�t� vr �oC�l I��rfs Co�Cerning f�lse st2�kernents. Any f�ilure to cor��ply with this ordinan�e creaies a mat�ria! �reach of cantra�t �nd m�}r �e�,�,3ft ir� � deter�nin�Eion of �n irres�onsible OfFe; ar an� b�rred frerr��p�rtici ating in City v�ror9c_ for a�eriod of tim� not less t�ar ��e �1 � year. : AUthnri�ed �ignal�re iitle Comp�ny Name Address �itylStaie��Zfp Arinied 5ig€�aluee �antact I+la�rte (fi dlffe=ent} Phon� Number Fax Number Ernail A�dress Qate Bt€Sinesg Equ;E}' Divisian R�v. �173l24�� Ert58il: �V�h!_BEOfficee�ForiwarRht�x�s.gD�+P�4n�: I�'17j 392-2674 i'�RT ��RTH::. City af F��t 1Nvrth ,4TTA�HMENT 9� Bu�ine�� Equity �ivRsi�n �a�� °#� G�ad Faith Effor# Form PRTh+!EJ�FF�R4R C�MPAhfY Nf1141E: PRdJECT I�AM�: Ch�Gk appriCabl� �ox to destti$e PrimelOiFeror's Certiflcation _ �si�ic=� r.Z.ii�}� Nn�-I; i��r,,�:� �i�ni �,EiJuilY�l'n BID DA'�E iess Eq�ity Go��: �ffe�o�'s 8usiness �quity Gaal Comrnitment; o-�0 8!a RQJ�eCT If #he Offeror did r�o! mee# ae exc�ed the Bu�lness Equity �flal for this praject, tfi�e �ri�nel0#feror m�ast camplete fhEs form. If the P�imeJOfferor's methad of campf�,nc� �nrit� tl�e Busir�ess �quity Gva� is based up�n t�emor��#�atiar� of a"Go�d Faith �ff�rt"r th� �rirr��1(7f#�ror will �ave the burdern of correctly and ac�ura#ely pr�p�ring and �ubrr�itting the d�c�€rr�entaEion r�quir�d k�y #i�e ��#y. Compliance v�rith each item, 7 thru '10 belaw, shall sa#isfy the G€�rd �aith Ef��irt requir�ment �bsent proof o# fr�ud, intention�l and�nr knowing misr��r�sentakian vf the f��ts or intenti�r�al discrimirtatior� by thr� Prirn��{�fferor, F�ilure tn cornplete this forrn, [n ��s entirety with �upportir�g d�curt�ent�ti�n, and €ec�iv�d by #he Purchasing Di�isian no later ti�an 2:pQ p.rri. on t�e third �i#y bus€n�ss day after bid apening, ex�lusive �f bid opening date, wifl result in t}�s bi�i being c�nsidered non-responsive to hid specifications. Exc�pti�rr: GFA, I�A, and CC?$G prc�jects, cf�cumer�t� wil! 6e s�bmitted ta th� City Praject Ma�ager if pubiiely �id or to t�e ��v�laper if privately hid. `f.} Please ]ist ea�h �n[i every sub��ntr��#in� �nc#f�r su�plier oppartunity for th� �r�mpletion of th�s pr�j�ct, regardl��s af whether it €5 fo b� provided by a Business Equity firrn ar non-S��ir�e�s Equity firm, {DO 1��Y LL�T NAM�� O� FIRiti11�j. �r� all pro�e�ts, the PrirnelOfferar rnust [ist each subC�n#ra�titig ane! or S�l�pll�'F o�portunity regardl�ss oftier. ��te�fEue a�r�stza�� U�e acldifron�l sheets, i# rrecessary} ATTAGHMENT 1C Page 2 af 4 2.} Qbtain � current {not rnare than fwo (2) mp�ths 41d fram the bid ap�n d�teJ �ist Qf �usiness Equify subcanfractors andlor sup�fiers frorn the ��ty's Business Equity Qiuision. � 'les � No [�at� of l�isting �.) �id yo� solicit bid� #rom Busi�e�s Eq�i#y firrns, within th� sub�antractirtg artdJor sup�sfier areas previously fisted; at ]e�st ten cal�ndar days prior to bid flp�ning by tel�pharr�, exclusiv� c�f th� day th� bid� �r� a�en�d? � Yes {IFy�s, attach ifst to include name of Bus€ness �quity iirm, ep rson c[rnt�ctedf p�one numberand cEate snd time of contact.} � I� O d,) Did yo� solicit bids from Business Equity fis�3�ns, wi��rin th� �u�contractir�g andJ�r su�plier are�s previaus�y fisfed; at ]eas� ten �alendar days pri�r #� bid ap�ning by �ax, exclusive a# the r�ay fh� bicEs are ap�netf? n�r�� (!f yes, atSac#� Jlst tn include name of �u�lness Equ4ty ifrm, fax nurt�ber and date artid t[me o� conkact. In additi�n, if the fax i� �� eetumed as �ndeli��rable, then khat "undelfv�rable confirrnation" receive�i rnust be prfnted cllte�iky irorn the facsianlie far praper do��ner�tati4n_ Faile�re #o s�brrFit cor�firmet3on andlor "undellvera�le c�infirrnatl4n" documentstian m�y ren�lertts� � ¢Jp GFE non-r�s�o�siue.} 5.} pid you ��licit bids from �usirt�ss Equi#y fi�rms, withir� #he subcontractie�g andlors�pplier�reas praviausly �ist�d, at least #�n ea[endar da}rs priar to L�id opening by email, �scciusive af the day #h� bid5 �r� a p�nec3'� �� lf yes, attac� email c€�n#irmation to include name af 6usiMess Eqvi4y firm, dake and #ime. In additi�n, Ef an ernaiE is returned �s undeliverabl�, theo tl�at "und�li�erable rn�ssage" recef�t must be �irintecl [��rectiy #ram tlie em�il system fvr prapar documentation. Failure to s�ab�nit co�firmation andlar "uMdeliverab9e message" ❑�� dacumer�#atlan rr�ay r�nde� the GFE nan-res�onsive.} N�TE: The thr�e me#hods ideniified abflve are ��ceptabEe fvr solie�#ing �It��, and eaC#� select�d rtlethod tnust be �pplfed #o #he �ppl�G�b�e Caritract. The Primel�fferc�r must cio�urnent #ha� �i#her at least two attempts wcre made using twa �f th� three methads or that at lea�t one �«��essful can#�� w�5 ma�1e using one c�f the #hree rrretf�ods in order to tieemed responsive ta tlie Good �aith Ef#ar� requirem��t. N�7�: The Prim�l�ff�rpr rr�usf Gnrtt�tt th� entire Busit�ess �quity list specific ta each sub�Qntrac�i�g and suppli�r opp�rt�anity to be in eompliance with qu�stions 3 thru 5. 6.j �id y�� prov�de plans anc{ specifi�ations to potential Business �quity firrns? � Yes � Nv T.j Did y�u provide the infarmatic�n regard'€ng the aocation af p�ar�s and spe�ifications in ar�ler to assis� #h� Busin�ss Equity firrns? � Y�s � No �€��t�V� asr��zfl�x ATTACHMENT 1C page 3 of 4 �.} ❑id y�u prepare a�uatatian fnrthe Business Equity fErms t❑ bicl on good�Tservices specific to th�ir 5tcill sef? ❑ Y�5 [If yes, akt3ch all C4pies of quotatlons.} ❑ nl� 9.j W�s the con��ct inform�#ior� or� ar�y �� the listings not valid? ❑,�� If yes, attacl� khe infarmalion thak ura� nat vblid In or�fer far th� Busine�s Equily �iv9s€on ta address #h� �orrect�ons needeci.j � No 10.j Su�rni� dvcume�tta#ion i# �usirre�s E�uity #irms quotes w�r� rejectec#. Th� �o�umentation st�hmitt�d shouid �e in the firrns farms of an affi�avit, inclti�e a detaiCed explanation of why t[�e Busi�ess Equity firrns was rej�cted and any supp�rking d�curtientatian the Primc�J�fif�ror wish�s to t�� consit��r�d by th� Ci#y, In the �vent of a bona fide dispute concern'tng quote�, the PrimelC?fferor will pro�ride for confitlential i�-camera a�cess ta an ii7spection c�f any re��vant d�curnentation hy City persann��. (Please et�e additiona� sheefs, rf neCessary. �r�cl aHaeh, Cortipany EV�me Tele hone Contact Persor� Sc�pe of Wark Reason for Rejection A�PfTIONA� IN�ORMATI�N: PE�as� pravide addi#i�na] infprrnatjor� you feel wilf further eSCpl�in y0u� t�vOd 2�n[f 1i0r1est effO�ks t� Obtdirl B��iness Equity firm particip�tion on this project. The Primel�fferar further a�re�s fo pro►�ide, dire�tly to the �ity u�on request, c�mplete and accur��e inf�rmat�c�n reg�rd�ng actua] wark ��rfvrmed �n t�is contra�t, the p�yrr�erit #�ier�af an� any �rapos�d �F�an�� t� the �rigir�al arr�ngerr��ts �ub�itt�d wi#h #�is bid. The Prirt�elC�ffer�r �I�o agrees ta a�iour an audit �ndi�r �x�mi�►�t�on t�f �rty laook�, record� and fi[�s F�eld by their company that will substanti�te the actu�l wark p�rfurmed �n thi� �antr�ct# k�y an aut�ori��ci ��fi�er r�r emplayee �f t�e City. A PrimeJ��#e�4r wh� in��nt�analky andlor kn�v+iingly rnisrepEesents ma�erial f��ts shall be Debarred far a p�riod of tirr�� of not less tha� three �3} years. Erre�t��re o�t��tza2a ATTACHMENT 1C Page 4 of 4 Th� un�l�rsigned certif�es th�at th� inforrr�ation pr��ric#ed and the B�sines� �quity firms li�#ed wa�lwere contac#ed in goc�c� faith. I# is understood th�t any Busines� E�uity �rrns list�d in �ttachment 1C will be con#act��l ��d #h� ee��ons for nat �asing t�ern wil! k�e verifi�d �y the City'� Busines� �quify Diui�i�n. Aufhorixed �ignat�re Titte �or��ar�y hfame Addr�ss �I��i$��#.'f�f� Printe€i Si�nature Contact Name and TPtle (if differen#} Phone Nurn�er �mail Addr�ss �d�e Business Eq��ty b`rutsic�n Erna�l; DVIIV BEOffi��fc�fivorti��xas_gov P�one: (89 7) 3�2-2�74 sr��riw� nafl5��a3z F"��r ��`x�, �T�fYI['. D� ��' Fll"i7]CCi: A jai.3! veritt�rc loirr� -��iitit h� z�iti�ti�)Icliii €,n �•acl+9]F��j:ct RFI'r�3icl�'�'tn-c�t�sing Niar�6er: 1. Joi�t vcnf�rc inFormsEi.nn: ,�{j111� �G11�llt'�.' ne��71(�': I loint VenE�irc Adc{rc��: f�.��}�Pfi�rrt��e, ' Tel;.pl�or�c: � Fac�imilc Cellttl�r: E-Ttirail �ddri:s�: Jair�t Verltu�e ��ge 1 ai 3 Ic'e��tify ti�e �irti�s tltat cnst7E�rise ltye j4iEit v�:�Slur�; P�Bei52 ��i��.J7 �XfiB S�T�2?S �f BQai1�0�?r71 SFiciG� i5 Y�[��l�fBf]i �6 �.'r'dV1d� ti�i��6�1 �}.'p18rt�PtdriS t�� 4vOrk fb b€ �5�rfdrrYled tiy e�� Irrrn cbmprrs�rig Fhe 'oinl vent�re ��rrv��r��: r�-m 1on-�liV4'�3T Fkrm nam['; R�ih1C: � Eit:s,,u�, RJdress. BusinsssAdd�ess: 'i'e[crhnnc hacsimih� L•inail Cel]uFar Ccrtifcat9au St�tus: ti,�ir�� c�f i'�rtif��iiy� F��e3ic��: Ci�y. 5ta�r. �ip: ��@�L•�1 �lOFkC Ccl InlAr F.an,:l address F�csin�il� �. 5cn e of'�vorl: erYormecf f�Y t1�e.Inint Veritur�: Describe tlie scn e nf woe•li n#' tiic i1�TfV1''43I?: Desci iiae fa�e scu c�i';vork �f ihe nor�-141}1�1f13F; �T�'�� ON �<D��'1' �4'U�� I'H i�`I1i�'V�� J�int V�t�#itre Lli�i��iliir^y F�rr� slff qrrr.strrxr�.�• r�rrr:ct hc ur�.4u�e�r�ri; �rsc ",�Irf" �f �rof rrp�r�ierfG�r. Rev. Z!5 �3! i 9 Joini l,rc�rt�re Paye � af 3 3. Vk�'h�� liie pi�rc��i'�1�� cif ��1fV4'Rf? �>��rlicipal`san c�n tfiis jaint ��c�nture [fi��t �:ou �vish ta be cout�tcil to►vard mce#in� tf�e pt•�ject �a:�!? �3. Aitacli � cnpy nf'tlie,�oint v��iture �g�•�c�nei�i. G, Eii�nlif� li�° ri�smr, t-��. 5Ck i]f1C� fl[7il ��lOSC 1[1CIiVIC�l171ES �WLitl t�YiCS� 4Vhn are respnnsil�l€' f[]�' Ylle [1�F�'-ffl-[�Sti m�n��;ente��t and ciecision rr�aks3f� [}1' the joirsi ��ture; ' i�i�janei�l dccis�o3�s I[;u in:lnilc Acct�unt PayaL�lc �ntl Rccci4ablc]: � ivlan�gcm�t�t d�cisions: a, F�ti37iatin� --- -------------------------------------------•----••------- b. i1�[ryrkCti�S� an(I S�1GS ------ -- ----- -- - -- -- -- ----------- ------ ---------------- -- ---- c, kiiring and Firing of �iian�gement � pCrsoa7n�� -------------------------------------------•-- --......., �,_.. rl: Purcl�a�iiyg o� inajar et�uip».ent and.for �us�plics �u}>eivisinn of �'ield o�erations TF�e Gity'� 6usines� �quity Division wi[I r�vi��v y�ur joint �r�n#ur� s��rnission and will have final �ppraval of the MNUBE perc�ntag� �pplied taward the goal �r�r t}�e prajeCt listed can #h35 fr�rm. 1ti l�T �: From and after the date of pra�ect award, if a€�y af the participar,ts, Eh� individualiy de3ined soopes of v�rork or t#�e t[oil�r 2r�`Fauntslpercentages c�an�� frorn ih� c�rigin�lly a�,p�oved infarmation, then the particip�nts must inforrn #he �Ity's ��i�less �quify C1�visi�t� Imrn�di�l�ly #r�r �pprt��al. Any unjusti#�ed change or del�ki�n �hall be a materiai Eare�ch o� e�ntr��t and rvt�y resu�t i� debarment in ac�rd +�rith the �rocedures outGned in fi�� Giiy`� Bu59n�s� Equity �rdinan�e 2�iG5-10-2021 . Rev, �;1�J7� �. LSSi i,i}T3115{}71�11fS �� E)SYI1��R�11=1 O��IlI[lt �'�t�tt�r�: fT]o +ro� eo3�o�l�fe 11 �1�is' r'�+fo+•xr��f�r`o}� is �fcr�crrb�d it� joir�t ti�enitr�� e��t•eclr�r��rFj Jainl Ii�nkurE Paue 3 of 3 �11' F'l L]AVIT� The undc�•s3g�ied �Ffi�:��s tl�at thc Forcgrri��g ,latc�n�ni� a�-e �rue Finc� ct�rrec� afld iiiclt��ic <tll ii�atcrinl i�lfarmziti€�n i�eces�aiy to identify �,nd 's:�{]]iti131 l�� tCl'11I5 �Ild ��SE3'9�lf}!1 Of f�7C jt7111i k�'�ntui•e. Fu��hc�3��•e, �he un��;r�sign��i sht�l4 ag�� to pro�i�€: to t1�e jnittil vcntu�� tlie sl�teil scc��e vf �vork, c{ecisin��-.TiiilClflti!. 1C5�1fl]S4��IIlElCS and ptiti'�nt��t4 �ie��i�t. `I'hc City also r�.sci�ves the right ta i�er�i�cst a�ayf a�icliEiorial `u1te�T��,�vic�n �i�:er�l4cl �i�;;e��aary tcti �'�LL'1-111111� lI C}��_j�aiiti VC�1t131'{', 1S Gllal�]�C. P�i1�4iFC E(} CO{��3C]'3tZ �pC�r01' j7i'Q�+]�C FC{�L1C5EC€� Ifl�Ot'1]'l�ill[?l7 LVll�1[I7 i]lC 11C71C SF'1CCIf ICfE 1C �I'Qlltit�� for tcrmir5atiralr of tlrc �lig3bility pr�ccs�_ The tmdcrsi�mc�l ��;3�ce tn per3nil .tudiis, ll][Ci'V1C4�,'S VYI�}1 Ot�V17C1'S �111� CX1l]ll]�RflO[1 O�tIIC i}OqkS. ��ccords and lilcs O� ltl� �41T7L VClltilt'C �3]I at�y autl7ori�cd represcntative� of the Cit�,= a� Fcxr� ��r'orl!i. Faiiurt; ta cs�niply ��ith l]iis �?1'U�'153DI1 ��1�t1I �`estilk i�l Ihe teni7�n.ition �f ��iy coit[t•acl, �vE�i�.h may hc aw�rdcd ur�dcr tb� pr4�vi�it�n5 c�:� �l�is join� ��c�7tur�'4 CI1�1�}Itltj� 817d i��ay i�ritiatc e1C�1D11 L1Til��1" FCC�L'1"21�, SEate an�inr Lac�l l�vrs?€�r€�iiianccs CC711CC1'flfll� f�lsc state�n�;E�_t� t�r willfiil ❑7isrepi_ese3�tation nf fa�l�, _�_ �� A'anie nf 411iii f.rin ��ameo�no:i-;�'!BE Rr�u4....�__.__-----�_.------------ ---- I',inicd �1rne ni'i�wncr �ig�7�niri ni Q�vncr Yriniccl �:;smc of'(7�.3�:�er �3�'.lYil�llfC f`.� I�W71�f ��IE�C I).ilc StTtC O� �n this I'rintc� Nsrnc ot �v�ncr �i rn;i!ure 6f Chcyit�r f'rir�tdci �'�m�� n:" i71a�r.rr :7L�;F7�[11iC01 C)ik•IlL`1' :il1C 1in�c � C1iA1'I'L.��liTtl �UIIIIG� Of d�y af , 2[) and , be�o��e rne appeared to m� pc1•s�nally k��owil �nd wha, heing dtily swprn, die� exec�iic l�ie fore�t�iit� af fidav�t �ncE c�ic� st�tc t1�sE tl�c;y vrerc pra�erly �t�ihc�ri•r.e.c! w exeeutc t�7is aff'idavit ancl c�id sa as tlleir ti•ec a�t a«d dced. N�t$€'�F �'uhlic Print'ti�mc I�otaiy Public Sign�lnre �U�1�Z738fit�11 �K�71�B5 Of�i�� s�f �3l�Sin�ss Tiiv�l�siiy li�r��l: �z��beo#�ice{cr�fc�i•t�vnz�tl�t�x�2s.gb�+ 1'3Yone: (Sl?) 392A2G?4 (v�r,r) �ev. 2113f16 GC-6.07 Wage Rates 2013 Prevailing Wage Rates (Heavy & Highway Construction Proj ects) CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator 15.32$ 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 GC-6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GC-6.24 Nondiscrimination THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 Paving Details D520 - Asphalt Pavement Trench Repair D521 - Concrete Pavement Trench Repair D522 - Brick Pavement Trench Repair D525 - Standard Monolithic Curb D530 - Concrete Valley Gutter D534 - Standard Curb and Gutter D546 - Sidewalk Details CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 F � Z Z �' A � � ¢ j Z X � Q W 2 d OQ� � w J Q li = J J � T U 1 W 3 } QO]H I � Z Z O � H Q U Z Z O L� � H U w d W � O � � p C'1 Z � �a Q r� � U W (ri Q J w H H a � W � N � _ � Z N � F� J� U� Q� Z N O 0 O Z � � L� UZ �O H W � � JU �U H �w w� N� �3 � H J O Q U J Q � � Z � J O U p a � M � �' O ZUM=U � Q Z _ U �pp0 pQ Qp�` Z ��ww— �o�rm N W � H W � w H � � � � � Z�W J l� � �'A�L� �Z wNYHO > U�� QJQJU dLLm wK J (n � H Q W Q ( n Z � W Z Z Om�NO ��Q}U w p� w Z J HQ�=OQ O H Z�(V O IM� � U w � w U Z W C.� � � Z � H � w W d � � � H 0 � H � � X Z m W w w Q � �Jj�> NQaQ O � � � w � tn w � � oa�� a w ~ W �' J J W�U�a F W Z Q H 020= W z3c�cn o Q W � ��7 �W � � M Q Q M � � d O J W d' N�'Z Q Q=O � m U U � � W N W � _ � H U U � Z ZO � O L� � U H Q O U U a H ~ � � } U } � Z 3v QQ Q w fn � ._ H C� W 0 W ? a � N (� X J w m � N � � Q > � i � .. 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U 07 � � Q � � U N NOTES TO DESIGNER: 1. DETAIL DEFWES PAY LIMITS OF HMAC TRANSITION SUBSIDIARY TO THE CONCRETE VALLEY GUTTER CONSTRUCTION. — EXP AN SI ON — JOIN TS PER 32 13 13-D513 �j - � A� A � �� 9" HMAC / TR AN SI TI ON PER SECTION 321216 � / - - — PLAN VIEW 9�� SEE NOTE 4 #4 BARS @ / / � 24° HMAC _ TR AN SI TI ON /PER SECTION 321216 / o _ _ / °� � / � SEE NOTE 4 NTERSECTING VALLEY 1" MAX OR AS DIRECTED BY THE ENGINEER — 8'-0" MIN. (RESIDENTIAL STREETS) SECTION A-A 9" SEE NOTE 4 COMPACTED - SUBGRADE (SEE NOTE 2) NOTES: 1. THE 7" REINFORCED CONCRETE VALLEY SHALL REPLACE THE TOP 7" OF THE PAVEMENT WITH THE REMAINING PORTION OF PAVEMENT TO BE CONSTRUCTED INCLUDING SUBGRADE TREATMENT,IN ACCORDANCE WITH THE TYPICAL PAVING SECTION. 2. 6" FLEX BASE, TYPE A, GR-1 OR MATCH THE PREPARED SUBGRADE REQUIREMENTS FOR THE PAVEMENT SECTION. TYPE D OR TYPE B ASPHALT OR PREPARED SUBGRADE MAY BE USED. 3. PAY LIMITS FROM EXPANSION JOINT TO EXPANSION JOINT. 4. 9" AND 24" HMAC TRANSITION SUBSIDIARY TO CONCRETE VALLEY GUTTER. CITY MAY APPROVE ADDITIONAL HMAC TRANSITION BEYOND THESE LIMTS UNDER SEPARATE PAY ITEM FOR HMAC TRANSITION PER SECTION 32 12 16. 5. GUTTER TO BE SHAPED TO CONFORM WITH CONCRETE VALLEY (OR PAVEMENT). I �EXPANSION JOINTS ��" PER v2�" \ 32 13 13-D513 o= c, — — \ � FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 08-31-2012 CONCRETE VALLEY GUTTER 32 16 13-D530 � .� �� a=�o� � ��wma Fm�� UP �a �`F�m W�� zrcO1 z�orco ��aw< � �o��m d ��O�m �t __—_ 3 � '�Q' iw�w � �aUnU \ �/ �o x � � �� a� � �i � wro^?�y �z ��aa ��5 ��=U� �� _ ��< �� v a � �� _� FD i � a I � : � � � I � 0 � G I O � �w �� w �� `" �� <xr � �m is�� =w� �� F� '�� 'm I ffi •� �W �W�� U�� rw �� YN <�Z �m �I�iU Z �W� �FV �� '�s om�� ao�o €ma� �� Fq �K �� zrcO1 �b�a � Z?pm �NW<� ��F �_N �� __—_ ��0� �� ,t�P iwmiq j� i�c'�Z � �/ \ iq � � � � �� a� � �� =F r �� F ��1. �� G� ?� y Z 6� �(f 9 g6 d0� 3<s ��< �� r <?�Ysm �a w^a� �w %� � >S 8 I F < w � •� � J N � F N X W w G � w � OON Z � o � � Z ¢ 8 � w m w � � � , Q I z J a m � U I s �b��so OF wOw � <� �� s� <_� � � ��n �� w� �F� �2� � .Pi ��30 <� �iaz� H O O y z a w � X � d a m, 03 3i w' rci �� z- 0 O� �i z a- a- w� i o� o. :«i W. m�� p�o F J C Q �aW S m a � �a9 � o�o �� a; aow m� Niaw O4 FUC1 3� � w� �a :no Q _ ti XVW .£ .Ol U ��j U Z ^ IaiQ � Z NCf W G O H Q� � Z x�<w K��< U � �~ I O�U� wUZ� OG 4U'O� W� ()mKQ QUO a v�i 1I l z � � ¢ O I �� rn . 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J � a J W Q Q J 3 O � 3 � W � Q Q Q � � Y W Cl�Wa N � � W �'Q�� W d N � W Qaw� d3 r Y � � Q J z Z — Q Z W � �—YU1 WQwUCO W (/1��N H � Z � N M � W I I O Vi �_� I M, -i �? w O�� U .�iV •xvw „z� o � Ol a N 'NIW „9 ¢� a � F � � 6 I w � J U � N � 30 OF S U N N �Z � a3 0 3 �m w WZ W � � o N p J I � N z � � � N JC o¢ � N U � J �e } J N a 3 N 1 i� � �� 0 F � N a � W � O � O U N m � � � � Q3 m m M U ak0 � w i Z 0 � U w � 'XVW „Zl o � Ol a N 'NIW „9 �� a � F � � a � w 1 J N � ..a � .� � Ci � d m ro � � Y � Q ¢ m wn � � i z H � � � Q a a O N �� U � J N 3 w v�-i � `+> m U � o�� C �ON z C ¢ W K � �mb� � s o�o w F U VI O� � ic Z ' O 0 � � � w C � , �3 N m � U mo a � � � a�-w �US � U O C'1 oa J N v � N � � Q m N Gi zQ W � � W 0] O = � � � o i.� a ~ W � Q � J W Z W � O� HH _ � Z � Zw � a� � O o � Q � � Q J W H F m w � � � ~ � J J H � w Q Q � O J � �� Ji.� �'�Q �z C� � Z (n F p � J Q � QI� Z� J J J Z � Q WWm UC.~='J � � — � � � � w (jj (n (n (� L� S W H O Z � N Resolution No. 5082-05-2019 Utility Cut Policy for the City of Fort Worth CITY OF FORT WORTH UTILITY CUT REPAIR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CONTRACT 2024 Revised July 1, 2011 City Project No. UCO1-2024 �4 F��I uti�� r�v. �a�z-��-�a� s A��PTI,l�G T�I� �QR'�` �1V�R'�I� UTIL�'tY ��1�' �QI��CY �4�ER.N'��T� PAV�NIEIVT ��"�� ANI3 ��►TIaN ANI] �'�'I�EI�IE,�TT RE1�A�� F[�1�. iJ��I�� G[]N�TR.UCTIf)1�I �u�l�'P�IIiV TH� �I'F�'� 1��GH�S-O��Vi�A"�' AIVD FASE�E1`#[TS 1'VHGRCAS, lhe Ulility Cut Poiic�F �er�es as sil upd�tc to the p�licy gnvcr:�i�ig pavcrne�tt ��ti r��ais�s, ia�# LI�J��tI�� 1I7 �(J� I; ar�d W�I�1tI:A5, thc �ity p�t�tii�recl witlz ti�e Unive}•�ity afTe�c�s at A,•li«�IoIY �iv�l Eti�;sneering Dep�rtme�il t� �c�f��iii � r�view af the ��1 paiicy a�d ta r�c��nil�end �ip�i�tes and improv��nents b�sed c�n tndi�st�y sta»da��ds �tt�cl e�iginee�{ii�g �'ese�y��iti; �nd 1�VI��It�+',AS, fh� �o�l of the u�dat� is to iiserease p�vem�nt iife, dec�•�ase n�aii�#enar�ce costs and �t�cr�a�c tlie i•i��e�abi�ity c��` tltc city'� streets; and WI�EI�EA�, th� majnr changes it��lud� i�e 2�cquir�m�r�t of lane wi�th �aven�ent repair ��s�d �il stre�t �c�jidition �nci a�e, thus clirrtiii��ing spot �aver�tent rep�ii• its favar o£ a m��•� cc�mplete repla�e��re��t ta accamplis�i ihe abovs: goal�; an�i �]�'H�I�EA�, #�i� p�li�y will be implemeilted in two phas�s, Jt�n� ], Z�] 9 For cai�crete p�►vem�rit, anci O�t�ber l, 2OI� �41' R5J3�7�1� }}�V�1T1�11�, to allaw [srr�e fo�� #he affect�d ukili#ies to ac�ju�t t� L�7� Ti�W 1'�t�Llll'�1Y1�1lfS, r�o� •rH��r��, BE IT ��S�I,VE�I �3Y TI�C CITY C��J�CIL O�` THE C�TY UF FC�R'r` �Q1�T�-I, TI�AT: The attac��ed Uti3ity Cut r�licy �o�� tlie City ef ��L�l' �IJos°tl� is l�erci�y ad�pte�i, lo be ei�fective ]une 1, �019 for c�r�crete paveme»t mnd eff�ctiv�e C�ctohei� 1, 2019 for asphalt p�vemeiit. Ado�ted tt��s ��, day afIV4ay 2�19. AfiT ST _ - } -� �� ,� ' ++ f .7��f � ';� .� s�{ �; r �r J. T�ays r;' �ity Secret��y � '�- '�# �x�i� � C�ty of Farf VUorth Ufility ��r�str�tcti�n P�Ii�Y- ��19 Th� foll�tiving pali�y shall gov�rn �II p�.v�men# �uts �r ex��vati�n� w�thir� tf�e �ity of For� V1��rfh r�gh�� fi t��y (ROVV} �r�a e�s�m�r�ks. Pur�Ovse The �urp�� f tf�is poiicy ts to e�f�ctive�y rr�ar�age s�ree# �losures, t1'1if111TiIZE CII�fU�3�lOf15 ta t�affic flavr, m�nimEze damag�� n�l �n�ur� the pr��r rep�ir t+� the s*��et pa�re�,ent t,vl�ile �Il�ivx+ing f�r ukFlity ��r�sf��r�tior� and rriaint�na�ce. A. G�n�raf T�ie Dire�t�r �f th� Tra�spor��tiar� and public �1for�C� Departr�ent o� hi�iher desigr�ate�i r�pr��nk�five ��D�recfar"j shall specify m�ihods an� rnaterials t�at �re ac��ptai�l� for t�filify cvr�s#r�,ctian �ithin �u�li� �igh#s o� w�}�s, �r�ci all plans �nd sp��f�ic�ti�n� �h�ll b� revi�wed �nd a�p�'aved by the Directar. Any v�riance t� tt�is policy rn�ast be a�prowed b� tF�a director. �I. Varia�nc� Pr�a�dur�: Th� re�u�st must in�f�� tk�� followir�g� �} Proj�ctf�erm�t n��r��b�r wiih a de�criptior� of the work beir�g �ane. �} Provicfe supparting �nf�r�at��n tf�at jus#i�es tlie need far t#�e v�rian�e. �} Pr�vid� an ��c�7€bit d�p�ctfing the �ro�as�� lir��ts of restaratior�. Ri��t��f�lNay Maria�ement �#affwill reviewf�e varian�e req�rest and fo�rard khe initfa� de�erminatior� to the Transporfation & Public 1Narks ❑ir��tor's �ff�c� for p�acessir�g and #ir�a1 r��ri�w. �r��e � fn�� e1�t�rmin�tio� is ma��, the RO1N ��ser will �� notifi�d. T�� R�tilV u�er i�ust no# star# co��trucfio�i without an �pprov�d per�it, F�educed �-estarafion fimit� are not allo�ue�t withi� a deiv��r+ay �pproach and re�tarati�n shauld canForm ta t�e expar�sion �aint ir7 the c�r� if �r�e �xists. B. PEa�ning and caordirnation �, Adv�nced Plannir��. Maps ar�d pro�e�ted s�hedul�s for th� currer�t cify f�sc�l year for all canstruc#i�n planned or anticipated by �ach uti�iky incl�,ding wat�r, �an�tary sewer, ele�tri�, g��, t�fe�ammunicatiorts, c�ble, etc., ar� to be s��k�mitt�d �o #he oire�tar �ach C)ctober fi. Th� City wifi r��i�w sr�d dist�i�ute this inforr�a��ian, whi�h can b� ��ne��t�al �nd t�t�t�k�v�, thraugh a rnoe�thly c�or�in�#ion mee�ing witl� otf�er uti�ities #ar �ur�os� of project pl��nin�, co�fidination andlar consalidation o# proj�ck5, 1�Page �, Perrnit Requirement: All pre-planned �tili#y cor�structio►� witF�in p��lic righ#-of-way, in��udtng drafr�age or otY��r applic�bl� �asements, m�st have a Stree# �� Permit �ar �.ltifi#y Car�s#ru�tion f��perniit"j p�ior to ca�s#r��t�on. A permit n�ay also E�� r�quired �ar any w�rk �r� Tex�s Departrr�ent of �ran�portatior� (��Tx�OT"} rigf�tYof-�rray that is I��af�d wifhir� ti�e Fart V�f�rtf� ��ty fi�r�kts. �ne {'i j�lectronic c�py of engine�r��tig pl�ns r�u�t b� 1'e�eiv�d b�r the dire�t�r a minimum �f tet� (�0� worl��►�g days pripr t� �nki�ip�ted cqn�tructian ��xcludes em�rgen�y wflr��. �111 plans f�r servi�� conn�cti�ns n�ust be r�ceive�# 6y the Direct�r�a mi�iimurr� of five �5} warking �lays priar to anticip�te€� canstruciion. An ap�rov�d P�rrnit vaill tae��m� vo�d if ��nstructio� has r�of kaegu�� witl7iR� �{] c�l�t�da� days after appraval oft�� rmit. I#th� �vork can��at bec�in witf��n the �pecified �ime p�r�od, tl�e permit f�older must requast an extens�an �t least �hr�e (3} vvaric�ng �ays priar ta expirati�n. Ali canstructian work ��thori��d by th� Permit r�i�st k�e ��m}�!�#ed �y fh� tim� specified th�r�ir�. If the work ��nnot �e coTnple#ed wikhin t�e ��cifi�� tim� p�ri�d, th� permit holder must r��u�s# arr exten�ion �# I�asf ihre� �3} w�rkie�� days pri�r to �xpir�tion. A c�py af kh� P�rrnEt, ir�cludEr�g an approved Tr�ffic Car�trol �lan, and appraved e�gii�e�ring plans �i# �pplic�ble� �ha��i b� m�in�ain�d at fhe constr�cti�n site a# al] tirrkes. If any �r�visi�j�s of fhis policp a�'e i�a€ follain+�d, fhe Permit m�y �e revoked, If � p�rrnft �aldsr h�s nof c�mplied vui#� th�e t�rms and c�rtditi�ns af �I�is �tility �ali�y ur�rfer a priar p�rrr�if, nevu permits rr��y �e de�i�d. Permit appr�val v�+ill specify the #ype of sur�ac� res#aratia� r��uired, A re��r��ibl� representative wiSf� de�is��n-makir�g ��tharity f�r t#�� per�nEt h�l[!er shall i�� o� sife �t aE� firr�e� during �ctiv� cons#ruc#ian. 3. �m�rgency Repairs: �mergency rep�irs may �� un�erta�er� without f��sk oE�tair�9ng � p�rt�it, h�v�rever, the ufility �omp�r�� ol' �c�r�tractor must ir�tarrri tfie Drr�c�oT and sh�ll a�piy f�r a��rmik wi�#�in 2� haurs �f th� �nset af fhe eme��er�cy and pravid� �� i#y wif� a�vri�t�ri cieiailed �e�cription of th� �rr�ergency ar�d �he v►�ork pe�formed, uvheth�r cam�let�d or ar�g�ing, fo r�m�dy tl7e situatian. Ar� em�rg�ricy is d�fin�d as a situatE�n pres�ntirrg �r� irr�rn�nenf or actual hazard �cr ��rs�n�l or p�blic heaEth, safe�� or pro�er�y, �. Pl�n�: Plar�s �hall provide a cvvershe�k outlir��ng the full I�mits �nd type a# pr�p�sed work; r�q�e�ted nu�ber �f warking d�ys; pT�je�� p�int o� conta�t nam�, �4-h�ur �hone numb�r, ac�dr�s�; ta�le of conter�k�; comp�ete le��nd; foc�iion �f al! tr�n�hes, dir�c�ion�f E�ore�, street rig�if-�f w�y, �u��bs, driver�vay apprvach��, �idewalks, ar�� landscapir�g. Informa�t«n r��rdir�� irrigation sy�#�ms, �xisting utili�ies, �u11 b�xes, rnanho�e�, �tr��t �ight, tr�ffic sEgna� or oth�r pol�s; and i��p dete�t�r� in�luding �ori�or�#a� and vert�c�l aligr�m�r�f of pi�e sizes shail b� pravi�ed to tfje exfen# necessary if i# is d�k�rrr��n�d that they may conflicf with �or�s#ru�f��n �peratiQns. Plar�s shauld cl�arly i�dicate if t�e �#tlity i� over�eac� or und�rground. ❑et�if�d d��,v�ing� �f the �rapased ufility irtstall�#i�n ��rould be �rovided, such as pipe si�e, nu�r��r of inr��r-citrcts, �rofile and other utili�y �tructu�es �uch as suvitci� gear �t�d trar3sf�rmers, The length �t�d d�ptf� of �Il bares and �r�nch�s rr3�st 6� clearly ir�d�cated. The engin�er'� or plan pr�par�r's nam�, lic�r�s� numb�� ii appl�cabl�), and ��te th� plan� were finalized s#�all be on ail plan sh��f�. Revie�n► �apies �hall be dis#ributed to �he ❑irec�or of th� TranspQrf�fian ar��l Pui�li� Wc�r�s Departrr��n#, Wat�r ��P7�,e Qepartment, �nvirtrrt��enkal C�uafity Divisi�n of the ��d� Ca��pliar��e De�a��m�nt, �nd t�� Par� ar7�i Re�re�tion a�par,ment. Er�gineerin� �ofar�� s�all ai�a �h�4v the �allawi�g� 7ran��ariati�n & i'u�f�c INorks C1ep�rtm�nt 81T-392a'1��4 V�later ❑epartir�e:3# 6�7�3��-4477 C�rtta�t nuir�b�rs �ho�ld also �e sl�awn #flr #he other �ge�7cie� such a� Yexas �e��rtm�nt �f Transparfati�n �1`x[��T), railraads �n� g�s p[p�fi�� com�anies, a� apprapriate. �. Traffic I�lan: One (�� efectronic a�py �f t�e �Oroposed Traf�i� Cor�trol Pl�n i� re�trir�d. Yhi� sho�ald be submitt�d by th� �armit r�questart❑ fh� direct�r with and �oliow k�e s�me gene�-al. forr�at of #he �ngineering plans in ac�or�ance vuith fhe Ea��f edit�an af fh� T��s r�1�r�ua! of Unif�rm Traffic Car,�roJ De�ic�s �MUTCD}. 6. �tvrm INater �oll�ti�n Prev�r�ti�n �lans �E�d Grading P�rrnit�: lJtility �onsfru�tion, inclucliRg li��ar ��•oj�cts wi#!� a to#�I i�nd di�#urbance of 1.0 ��re ar� gre�#er �r ti�at �re p�rk of � commo�l pl�n of deve[apment, m�st prepar� a 8torm UVater Pail�#ior� Pr�vent€�n P1an ��1NPPP�, ohtafn p�rmit ��fhori�ation �l��der fh� Tex�s ��mmissi�n on �n�rironrrken�ai Quality �'fCEQ) �on�t��tic#ian Gener�l Permit, ��plem�nt apprapri�te Best Mar�agement Practi�e� ��MPj to minimi�e the discha�ge of pol�utanfs into the M��r��cipal Sep�r�te Storrn �ewer �ys#em �Nf��j, a�d s�,brnif ��i�s af t�ie �VUPPP & state starrn wat�r ��rmit(�) ta th�e Enviror�mental Quality Divi�ion of the ��de Complia�ce �e�artrr��r�t. �� Cl�apter 1�.5, Arficl� }� of th�e �ark Vlfarth G�� F 4rdir�anc�s. Any �roject tha# di�furbs �.0 acre �r gr��ter or tha# is pa�rt of a cornm�n p�an �f dev�io�ment rn�s� ob�air� an ap�roved �it�r of Fart 1North �rading p�R�mit �r��r t� t�e dF�turoance af I�nd. All disturbed area� of the proje�f iric�uding c��structior� z�r�e, �ayc�own or �tag�ng 2�r�a5, spo�ls and �to�k piles, �r�d p�rking ar�as must b� cansi�er�d in th� de#ermin�tion �f #h� ��t�l land disturbanc�. Praject� that �vill t�ist�rb ��s than 'I.� �cre da no# req�ire ��1NPPP �t gradir�� permit, b�t are regulated by City �rd�nan�� to m�nimiz� th� tfischarge of p�llu�anl� irito th� �1i�4. S�e �h��fer 12.5, A�ticle Ilf, D�vi�i�n 1�� th� F�r# VIlor#h �a�� of �r�inances. Trasf�, concret� cut si�rry, bo�ing mud ar�d water rn�st h� ca�tur�d and n�t allawed #a �n��r the N1�4, f�fE disturbed ar��s must �fotain fina� stabilizafi�n tfiEaugh�ut the project. All t�rn�or�ry s�dimeni and �rrt�sion �ont�als �f�all b� rem�ved a�d the ar�a �I�aned a#ter final sta�biiizati�n �na� been achievad. 7. Deep Tr�nc�e�: Any t��n�h�s r�ust rneet aSH�I re�uiremenf� including DSHA minirnum saf�ty systerns and �rogrartis. . 3 � Rag�: 8. Uti�ity L��a��s: Tf�e c�nkra�ct�� is resp�r��ibl� fc�r dbt�ir�ing uiilify loc��es �ind�r th� Texa� �ne�Call �r DigTe�# �or eo�uival�r�t) �r�grarr�s p�ior t4 constru��on, �r�d for dilig�€�fly ufi�izing the I�c�te infarma#iar� during cor�str�tction. lltflity I�ca#es for City �f For# V�far#h owned Uti�ities may be �btained from the fallo��rin� I�st: 7'�-anspo��a#i�� & Public IN�� ie�artrner�t 817-39�-'1234 11Vater i��p�rtrr�er�t �� 9 Far City water andf�r ��r1�r pip�s sixteer� �16} incfi�s ir� di�m�ter �r grea#er, field verifica#i�r� �hydr� excavafiar7} of t�e alig��inent and e�evatr�n mu�t be performe� prior to digging. Any exce�ti�n� to t�is req�ir�m��t wi!! r�qu�r� lh� appravai gf the Forf 1Na�th W�t�r I�ep�rfm�nf L7�e�ciar or hi�fF�er d�si�r�ated re�reser�#ative_ 9. N�tifieati��: 1. Priae ta b�gir�ning cfl�structit�n on any blac�C in the praje�� o� a�I�ck-b}f-black basis, pr��r� �n� delive� a d�orhange� or fl��r af the p�nding coe�struction ta fh� �ronf �#oor af ea�� resid�r�ce ar bus�ness khat wip 6� impacted �y canst�uc#ion. Th� ri�fiee shail �e prepared a� follow�: a. �o�t d�orhanger or fli�r 7 days and � day prior t❑ b��inr�in� any canstru�ti�n acfivity on each �lock �n the pr�j�ct ar�a. b. Prepare daorhar��r or flierv+�i#h #he tet�npNat�. El�c#ronic ve�'sians of �he �arripf� da�ri�a��gers c�� be obt�ined fr�rr� #I�� ily �� Fort �llo��kh Ac�ela Ci�i�ens A��sS vueb�i#�. c. Na c�r�struc#io� tvi�i b� aCl�w�d to begin or� any bl�c#c �ntil t�e d��rhang�r or �I��r is deliver�d to all r�sid��fs of th� f�locl�, z, In #�e �v�nt it becornes n�cessary to t�mpor��ly �hut ��wn wa��r ar wast�vdater s�rvi�� tc� r�si�ents �r b�asiness�s duri�� car�str�cf�an, �repare and deJiv�r a doa�han�er �r fli�r of tF�� pendin� inter�uption to 1h� fr'ortt d�c�r of each affect�d re�id�r�t. a. po�# dflorhanaer or f{E�r 2� haurs priar to the #�r�par�ry inferruptiQn c�n �� b�fl�k in fhe aff�cted ar�a, h. Prepar� d��rh�ng�r or fli�r wi#h th7e t��r�pla#e, �i�ctr��ic v�r�iar�s �f ti�� am�le da�rhar�g�r� can �e �bt�ined from the Ci�y �f Fort �fllorfh A�cela C�t�zens Acc�s� w�bsit�. c. lVo i��terru{�tion of wat�r ar v�rastewater �ervic� can �ccur until the dc�arhan�er has �een d�live�ed ta alf affe�t�d residents �ri� ��sir��ss�s. in addifion, th� contrac#ar shall inst�ll � project Id��i#ica#ian s�an �r� ea�� end �f �� tir�arlt si#e �#8 ��urs in advance �f th� s�art o# construc#ion, The s�gn �hall state the natr�e and phon� n�mb�rs as sfj4wn iii �I�UR� C�019 UTILITY F��AIf� ��N��1D�1 SIGN. 4�Pa�e � D. �aordination: The Cit� re��rves t�� righ# #� c��r�inat� �nd �nana�� nulkipl� trafti� disruptians, i�cludir�g s#r��t and �an� closu�e�, and �o d�fay ar deny i��uan�e of permits w�ich un�uly r�strict trsffic mou�r�ner�# �r f�r ot��r �u�iic �r private �v�r�#s r�ear which the clasur� �f �tre�t� f�r �lanned (��ot �merg�ncy) work wraul� �isru�t th� eveni or the tra##ic as�ociated #I��rewit�, C. 'T`rafffc Manayem�nt TF�e cantr�ctar mus# plan and �xec��t� the uf�lity con�truc#iar� in a manner ti��t rnir�irnizes the disru�tian of kraf�ic a�7d in acc�r�ance witi� th� �ily of �'ort Vllorth Traffic �ngin�e�•ing Man�al. A�r�aximum t�f one {�} �an� �NLY m�y �� clased for constructian w4rk in the dav�+r�town ar�a a�d alan� �rt�ri�ls unGe�� ot�erwise �uthar��ed �y fh� Dir��t�r. V�lark rr�ust b� �cf�edu��d between the hauf-s �f ��0� AM and ��00 PM in #i�� downi�w�� a��d �l�ng �rt�riaEs ttnless ��€tendect F�ours are aukhoriz�� by the �rre�t�r. �i�rrna� traffi� fEow wifl be maFrt�ained �f a�l tnsjor int�rsec:�on� during peak f-ro+�es vui#ha�t r�stricfion, Vlfork must �� scheclulec� �n ail other str�eefs betwe�n 7��D AM �nd �:00 PM unl�ss exfende� hours ar� a�athafi��ed by t�e D�r��tc�r. �d�q�at� fraffi� cor�tral d�vices ar� ta b� instaile� ��d maintain�d in a�cordance wit� th� a�pr�ved �raffi� Contral Pian. Tl�e Direc#aN� andlar hfslher design�� r�ay require additfonaf fraffic con#roi device�. d. Cor�structi�n f�ec�uirernertt �. H�riz�rr#al � Ver#ical �I�ar�nc�s; 1rVh�re t�uri�d ui�der ro��w�y pav�rner�t, the facility k�eing construc#ed rr3ust �� t leas# �� i�cF�e� below top af pavernent and �haulcl n�rmally �� pla�e�l ur�d�r wa#�r, s�n�#ary �ewer and sto�m�vat�r �ipes; 1�Vi#Ftin the parkw�y, a mi�9ir�um deptl� af 24 inc#�es frairi str��t grad� shal� b� r�quir�tf, a, Sformvvater Cl�arances: A minimum cleata�z�e �f ti��e (3j f�e# �hall b� mainta��ed both �orizontally and ver�ica�ly for pipes and a�sacia#ed rrranh�l�� ancf inle#s. 1Nhere th� �tility crosses ur�cfer a�trear� or �tl�er o�er� �Y��nnel, it shall be canstructed a minrm��rrr o� fo��r �4} feet b�lou+ the �ottom c�f the a#reambed or char�n�l, or more if improv�rr��nts ar� planne� b� fhe �ity. If the �tility pa��es �v�r a�tra�rr� �r nther +�p�� cl�annel, i# must �e at �east #wo [�) feei ahave the 1�Q-y�ar stor�� elevatior� and pravide s�affici�nt ciearar�c� for t�e pass�g� af maintenance equipment under�rea#�, The co�traetor m�is# r2��re th� ri�hk-af-way, incfudin� all ��blic 3nfr�s#rr��t�,re, to equ�l �r better �anditian than b�f�re the di�#urbance �po� �ompl�tkon of #he proj�ct. Th� u#ility �hall ��rdin��e uvitli Stormwat�r Man��em�nt - Planning fo verify►r�heth�r i�nprov�inerr#s are ptannecf v�rhic� r�i�gh� conflict with the �tiliky'� �i�n�. Vlfi�ere the minimurn cl��ran�es �ar�not t�e accon�ma�ated, le�� tt�an t€�� rnir�im�� learai�ce rr�ay be �Ilaw�d at th� �liscr�tion af the Skorr��n+�ter ��aff. b. 1N�#er,llVastewater, ar�d Recf�irned VVater I�fr�str�rcture: Hor�z�r��l a�d ve�tical cle��nces �h�ll be rn c�mplial��e wfth the Ciiy af Fort� �N�rtl� instal�ation Palicy an� S�Page D��ign Griteria far 1N�t�r ��ctia� 5.6), Vlfastewat�r {5�ction G,�}, ar�d Recla�med 1Naier I�f��stru�ture (Sectian �,4�. �. B�ring: Ut�lities installed longitudinaliy alang t�e �tr�et may b� ��red �� pen c�t. LJtilities in�tarl�d a�rass th� stre�t shall be �OF�'€� ur�l��s atherwise at�thariz�c+ hy #�3e C�i��clar, 3. Trer�ch C�esi�� 5tand�rd: Dimensi�n� a�d f�ate��als for �per� k�°encl�es shall c�nfortn to the City of �'ort �North �tandar� �pecif�c�tion ��cum�r�f. 5teel plates must be us�d #a cQver a tre�ch �ernpararily. 5e� FI�iJR��D�T� �TEEL. P�AT� PLAC�MENT FDI� Y��1CH REP�IRS. �4, Qriv�w�y�: I# is prefe�fed ta �ore ui�d�r all driv�ways, If o�er� kreRjch meth�d� are �ised, all ar�as disturbe�l rnu�t b� r�stared �o equal �� bett�r condi�ion prio�� fa demobiii�ir�g #ram the site. �. Tree� and l.andscaping: All wark p�rfart�ed under #his paiicy shall b� in �c�rrclar�c� with #i�e City of � ort V�forkli's �ad� of Drdina��, Chapter 33: Tre��, Sh� ��s, e#c. The �on�r�ct�r must re�tore any damage to tr��s, shr�b� �nd o#h�r I�r�ds��pi�� En the rig}�f o#way or eas�rr��nt Far nev�r constructl�n ar tot�i re�ot�strucki�n of th�; road+�ay, man#��le� m�ast I�� pla�ed autside of #he drip lin� of a tree ar 1� f�et from th� tre� trunk, ��+hich�ver is �reater. ir��s that are adjacent ta th� workspace and w[thin ih� r�g�it of �v�y �nd parkway wilf require �ree protectiar� #encing a# t�� ripline an� a!] the way araun� tc� re�#rict �ctivity �nsid�, k��pi��g th� root zane frorn being �om��t�d by e�uiprrient an� r�ducGng tha p�ter}tial for da��age ko ihe tr�r��c. B�ri�g, r�11��r �h�n �n �pei7 #rencl�, must b� ��ed wik�in tl�e drip line �f � tree. lfariations �a th� tre� a�1d la�dscap�ng rec�uirernents sl�all kae ap�r�ved by tf�� City Fo�ester, fi. P�v�m�n# ��rrfa�e R�st�r�fi�n: In �rd�r to maintain an acc�ptab�e r�din� s�rface or� �he street, fhe ufility company, d�t�eloper, �r cantra�tor shall replac� t�t� pav�ment surface a�c�rding t� the age, Paver�s�rtt C�nelitian Incfex (PCI� an� type o� the pavem�nt, Backfil� a�� com�a�tian testin� in ac��rdati�� ►�ith the City �f Fort U��orti� St�nd�rd �p�ci�i�ati�n 33 05 �� rnay �e follawed in lie�r �f flowabl� fill, Howev�r, fiavua�le fill is r�y�i�ed to ba�kf�ll a�! tr�ncl�es in downto�rvr� streets. Any c�arnage fo the �treet surF�ce caus�d by the utility cor��tr�ctian pral�ct, in��iding dam�ge rel�t�� ta st�ging aperatior�s a�� m�,terial s#vra�e, m�st b� pr�perly rep�i��d al ti�a ��e�tra�tor'� �x��n��. R�p�acement af pavement �half adher� #a #h� �o1f��vir�g guiriel�r�e�: N�w Pa�rer��nt If a �rtility ��m�any, dev��op�r, or �antract�r �f�sir�s or is r�q�ired f� cut th� str��t �ithin th� first �ti��a (�} y��s ❑f construct�an or rec�nsiruc#i�n, fhe entity must r�ce�ve approv�l from the �irector, For ca#�crete str��ts le�� tha� f�n+� (2} y�ars �1d, eff��tiv� ,June 1, 2�'i 9, the �€�taty m�s# r�place �acl� wf3al� �l�� witF� flowaE�le fill, Higf� Early Sfre�gfh {HES) concr��e a�cardir�g tv Ciiy Spe�ificat��n 3'� 'i 3�� ar h�tter, a�c� me�� a T 2-f�ot ��g� straigi�#edge r�t�uirernent �vith a maxirr��r� �Ilo�able deviation of ��n ir��. F�r asphalt streets I��s fha� two [2} y�ars ald, eff��tive Ocfober 1, 209�� e �n4i�� m�st mill �r�d ov�rlay the exisfing asphalt a rr�in�m�rn �oF two ��j in�hes us�ng ��aving mach9ne fram curb to curb a��l blo�k ta lolock, Concr�te Pa�ve�nent: �ffe��rve Jr�r�� , 2�� 2 years #o 'I� yea�rs �r �reater ��an 85 P�I 1lilvre thar� 'I� years �nd I�ss than �� PCI �ntir� Pan�l En#ire Panel wEfh some �xC��t+�r�� P�riial pa��l re�facement of concrete �averr�ent mare t��e� te� �1�} years ol� and [ess khan 8� PGf, r�ay be �il�w��, �fth� �ar�el is largerthan 2Q fee�, TF�e parti�l p�n�l re�la�ed s�iall i�e �qual to a�aif panel and �he remaining hsff panel must be it�ta�t withaut� ar�y id�nkifsabfe daTnage as shawn in FIC�1R� 3�Ci'2��C�� PARTIAL pAN�L C�N�RETE R�p�,4C�MENT. As�Maft P�vement: Effe��ive O�t�f�e� {, �0�� tca 1 Q ye�rs or g�eater than �� i �7v�rlay hal�af pav�rr�er�t, c�r[� to ��rit�rline, f�r 50 f��f itt 1�rtgtf� Mar� than '! � y�ars a�td less t�an 85 PCI Overlay 'i lane wid�h �appr�xim�tely 'i�'} for 3� f�e# iii 1er�gtfi If a str-eet is sch}edu�ed f�r cansfructf�n start �r��thin 6 mo�rths �nd pr�g�amma� far ta#al re�c�r�structir�r� t�r�der a C�pital Imprave�nent ProgralrT or r�surfacir�� under � 5t��t M�i�t��ar�ce pragrarr�, perrr�anent trench repafr �� a�ce�ta3�le. �, �ther City �raperty: Th� permii h�ld�r is responsibl� for r�irribur�ing the �ity f�r th� ��st �� re�iacin� any s�gnai cabir��t cor�troll�rs, iigE�# andfor traffic signal pales, w�r9nc� or cor�duif, pav�r�ent markir�g�, aprir�kler �y��ems, �ar�ds�aping �rar�y athe��ity pfop�rfy, ��n`faged d�r�n� co�struc#i�n. B. �m�rge�cy U#i�ity Breaks and �ew Utiiity Service �Spo# Repairs�: Pavem�nt surf�ce restaration f�r concrete s#re�ts rr�u�t follaw guicl�lir��s �n Etern D� ab��re ancf �}��lic�t�fe �ity �t�nd�rd spe�ific�lion�. AI] s�ach r�pair 4f asph�it str��ts shail us� ttie T- ��at rne#f��d ta cu# �ack and h�v� � minim�m r�c#a.n�ular si�� # 1� �y '1[� feet, �rr�c,�u�ar shap�s shal€ no# b� oerrnitt�d. The fo�ar sic#es of the �ut sha!] he i}eatly sawe�i withaut rough ed�es. 7he rectangular �rea will be exte�d�� to t�� edge af the gutt�r as �eeded to avc�it# �, �uf surf�c� vti+ithi� f�v� ��) feet of eci�e of the �uttee. Any eernaanir�g asphalt �av�rn�nt �etween �pot repairs rnust !�e � mir�im�m of ten (1�� f�et in a�ll cfir�ctian�, see F'I�UF�E 3��117-Qa�9 PARTFA� A��'HALT �EPLACEMENT. All e�nerg�ncy tempor�ry r�pairs wilf oe cor�stru�ted to �erma�ent �ase �nd �av�m�nf r�pair within 14 cal�ntfar ��r=�� days and rr�iil �nd overlay wifhin 80 c�l�r��ar days af permit issuance �,nl�ss Qfh�r�vi�� aut�c�rized i�y tf�� Dir�ctor, 9. Manhal��, Vaults, �nd Valve �ox�s: For n�w constt't��tiot� �r tot�1 recanstr�cti€�n of th� raa�avay, mai�no�es and vau�#s ir� th� �tr��et �avem�nt rnus� b� loc�te� rr�id-lane be#w�er� f�e tira ��th and f�� fiu�h v��th t�e �av�mer�#, V�Jv� boxes m�sl b� fl�sh with the pav�m�nk. 10. Splic� �its: Con�tructi�r� s��l� b� scY��d��d i� su�i� a mart�er tF7af ��I splice �its �h�ll be b�c�i�lled uvi#hin #�r� (�Oj worl�ir�g days unl�ss o#I�erwis� a�,t��rii�d by the �irecior, �"I, Ins�ectian; Alf t�enc� repair an� ��v�rt��nt resiaration m��# �e in accordanc� with the �ify of Fort Wart� S�andard Specifie�tio�. All wr�rk shali [�� ubject to �nspec#i�n E�y Trar�sport�tion and PuE�lic UVarks �u�rs�n�ef. �< I�rc��ct �ompletian R�d-Ifr�� drarrvir��slfi�ld n�t�s m�st be furrti�h�d 3D calenda� t�ay� after campleti�n oi ��h c�r�struction segme�t. Reeord {��as-h,�ilt"� arawings m�st be provi�ed within 3[� calendar d�y� �ft�r tim� �f fPnal ��mpfetion �f f�e pr�ject. Su�rr�is�ians sh��ll �e pr�vid�d ir1 pdrt�k5le dt�ct�rnen# for�na� �PDF�. F. 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LNKi11500fiPG`[GINJ.ICESiLh10S1LL5tARiSLFILV Tanue�iourvnn�nE.ani�v.aeo aa�crs �� ro a€ Rt�L1.E0 W.=HiIF194�l�LGE0931CK 1a 4tRFCH fi4JnC€r•R 9�JGK. �. N�Fue o� c u:P veFi unR'T±4! ,blp1 �I�L{R P[ R SF[tlrv:h`ICF] 32 i� 1e, F. '�a RF.9iGEHTi+�l 9TIFE E131�SE w7f ih' IiCI'C![�A4G �MS �OlS'F[E� P!7! F.[^�#YE4 �dlN_ 9` INFG Cx151 I��G I'J4'!il lClf! hT 1 q' 9:L'. !�ll1 17' A.0 ioR /�IERJA45 �M¢ sFr}� I HIAL S7REE f9 !1 YP�. ��1�T CIFY 6F Ffllt7 ti4UR7k, FrX45 F{EVISE�- 40•Otl-2R19 YY ��'�"� TYPiCJI� S�C7ra;v - _� TYFlCAI t3R1�K SURFACE & R�114�4RCEl}�G�VURE7� 32 1A 18-p522 „��-. I �r7{Tr.or nr:�^uA�ECWCx�:�1'C: r-15:FrM h;Ptel4T1 l3 nxll�rr: F:[r 3;�� 1•,+,(;[ 5;�r NLAIE Mf] F.O Gi1L11•M51YlG a� TFl�M�41, 'l. IF lfi�_4CN I F11 :C}�45 �[��jlL5F13FEET �arn�SEELF�LP.+_SHSL� �[ W I`Il�LIF,Sa ClIAY! AQ H�al�$..�iTLcL F'LJtT F:R I Ih'/ �E f+€�Cf:aiimFC _vQNCYiSTaN�nsPffn�r4NIHpV! W:l�di. PRowlnf. TF11PnHhRY l43kTSnLr TRAM9111aHt•Y�FNpm' iFEET OEYUPYu Eu[� OFSTf: f_ I`LhiL3. � � � � � � � , '; kf�NCH � � I ` I s I CkiS71Y�M.li �H YrVi_l'E hi GNn6E 1ti 0.T� TYP� "A” PtJ4TlNG i�ECC7MM�N�FD EY� j APpROVEo SY L]a41d V. Magena, P.�_ CHy Englnaor MIS 7YPE "A" h411$T HF� APPF�OVq� �]F CIT �'U�T V��RTH ClTY Uh hORT 4VpRTf[, TE)(�S STEEI. PLATE PLACEh9�IJT FpR TREfJCIi f�EPA]1�S EE� PiJ4TE T7i CP Lp REVI5�4,- 8G-d i -2419 �018 TYP� "Ei" Pi.JITiF�f3 �{ � � �JT��T��Y ��I��TF�U�TI�I� l�Tl LI Tl� C�NJ F��If�l� �A1UI � � � � T��EP�f��f� �Vl�l�� 1T�AC��R'S NA�� TELEf�H�fVE �lUN1BE� � � � �iEGi�MM�NI}Ei] BY: � APPR[IVEQ �Y' �awsl V. MageSa, P.E. Ciiy Eh9�neer �'U��' �NO1�TH _,�_ C3TYOFFGFti4�,1¢pTi1,TE%AS R�NSE�'69-0i-2at4 u�i��n� r��r�a�� ➢�SIGNAik�PF SfGN aq�9 PAF;TIAL PA�I�� GQhiG�CT� R��E�RCEPUfEf+fT C�NCRET� PRhFE� � 20 ��T CC7NCR�7� 5 10 YEA1�S DLa AI�Q 5 85 PC! RFCL]Mi��NbE� gY: I r7PPRQV�Q BY: 4avk! V, 6iagahs, �.E, � 70 FEET i��l YYl1�irL � Tk: cF�nc Kir�� an hAaINI�1G N�LF-PhNFI. dTY 6F FOR1' ih!(3RTH, 7E!!A& PARTIAL P�h€EL con�c��re REPi RvEM�N'C REYlSEP49-Qi-2ti19 — 3� U7 Z8 - [�029 f, — E�LC7CFC LEIVGTH —I . � - �urjs — � �ri� I 1�t'x1•� --' �UR6 ASFH&LT R�lVE�1Eh1T� 2 YEAi2 D� I��3a`� CURB 10' k t 9' � � — � --- — — — ---- — � — L}LN E — — � — — — — �— 4 I--$°' f � I � � � --- CURH idx1�' ,��PHAI.T PAVEh�SENT � 1# YE�Ifi 4Ld O�i } 85 �Cf I�CCO�JMEN�E� BY: f APPR4+lEo eY aaVld V. PAoga�Se. P.E. — � — — — — U4NE 7f1 x �b CUf�Fi 1�"�— ��' -.---� llJ�l YYEl�I� -�t�F- ASPHALT F'AV�IuI�NT > 9fl Y�#k OL� ¢fi <�$ p�i v115i [if rGrtS S+yDRiH.��?CAS P.4RZIAL RS�HALT RE PEAC�M�i+if Ft�YI$E6 OG�41,Z9F� 3� 01 �7 - D821 �r��y c�f ��rf 11��f�, T�xa� ��r an� �oun��l �a�rr��n��ia� COLINCIL A�TIDN: ,4�apraved on �J7�2t}�9 - Reso�u#ir�n �lo. 50�2ba��0'i9 � DAiE: Tues�ay. N1ay 7, 2019 REFERENCE h�Q.: G-19�33 L�G NANEE: 2�POLlCY FOI� U`��Tl` C�NS�'RUCTI�N BUBJECT: Ad�p� R�solt�tton Ad�ptin� the Uiility Canstructior� P�l�cy far PaverrE�nt Gut� and Excav�ti�n and P�ve�erit Re��irior Utili�y �an�truc#ion within �ity Righ#s-cf 1Nay and Easem�nts, Efifect3v� June �, 2�fi9 fior �oncre�e P�veme�t and ��tc�ber �, ��'I�forAsphalt �auement {ALL C�tJI��IL DI�TR�CT�� R�GO�JIiU�ENDA310H: ft is T�corr�mer�d�� th�t #he City Cauncil ad�p# th� �tt��hed Re�olution adQptin� the Utility Canstructia�� }�alicy c�ove�ning p�v�rnent cuts ar�d ex��v�ti�n and ��v�meE�t repair for utility constru�tic�r� �nrifhin kh� City s righis--of-v�.+ay �r�d ��sernent� effective Jun� �, 20� 9 f�r caricrete pavemer�t a�d C�ctober 1, �0� � f�r asphalf pavement. DI�CUSSlC�N: �ify staff �s r�eorr�rr�endin� that th�e �ity Council adopt fhe att��h�d �olicy governing paverr�ent cufs and ��c�v�#ian a�d pavem�nt rep�irf4r ufiiity co�str;�cti�n �vi�hin ihe City's rig��ts-of-way and ea�err7�nfs. This palicy, E�s� �a�dated in �D01, �ppIR�S to all p�v�meri# �uks or excavakians withikt tf7� C�ty of �c��k VIJ�C�}� ric�hfs�of-way and �as�mer�ts to en�ure #h�# �treet clo��lres are effec#ively m�,r�aged, �isruptiar�s #� frafific �low �r� rr�inirr�i�ed, and the �ar�per r�pair ta the stree# paverr�ent dti� t� ufiiity �on�tr�c#i€�ri a�7d m�i�t�r�a�ce: In ��'�7-��'f8, fh� �r�n5��rk�ti�n and �'ublic 1Nar�C� aep�rtr��nt st�ff, warking alo�gsEde Et� consultant, t�ie Ur�iv�r�ity af �e�as �t �+rlir��tvh Civil �ngir�eering L]ep�r�rn��#, �erF�rr�ed a review af fhe 2�{l� ut�liky Cor�struction Pafi�� #� idenlify �ny feasibl� �apdat�� ai�d irnprov�rnents bas�d r�n +�d�s€ry siae�dards anc� engineer:ng research. The g��l w�� t� r�duc� the de�r�dation �i� tE�e ��ty'� p2vern�nt nelu�o�k d�� t� utilrty patirem��if cuts which hav� led to ��ducti�n in pavement lif�, incr�ase� rnain#�nance ca�i�, and a de�rease in rid�-ab�lity. Representa#itre� from t�e l�cal utility cornpanies wer� invited and vrere active p�rticipa�nts in #he proces� alar�g with � ep�-�sentative� of #he developmen� c�mmunity. The rev�s�d Pol�cy has E��en pr��ent�d to th�e Dev�lopm�nt Advksory �omm�xte� an� the Jnfira�true��re an€� Tr�r.�p�r�ation Carfl rnikte�. Major �li�nges includ� �lirninati�n af most narrov�+ str�� or spot pavem�nt r�pair in favar of a rr�ar� complete r�pla��mer�# t� pr�long t�e life of tfi�� av�mer�t.�s showr� o�i t#�� #able, below: Goncr�te Pa�em�r�# ��ff��tiv� ,�ut�e' �, 2�� 9} �.�ss �han 2`t'ears O�d R�piace enfEre �anel wit� higf� early str�n�t� concr�te ��: �o�o�.IC� TCI� UT�LITY C[3hi�1,�z�F�:�-�� r�� i�r � 2 ta 'i� Years �Id ar Greate� ihan S� PC� Replace en#ir� �anel Nlor� tha� 'f0 y�ar Dkd ai�d Les� th�n 85 PCI R�plac� ent[r� ��nel wit� sorne �xc�p#ion� A�r�halt f'�vem�r�t ��ff�c��ve D��oi�er � , �Q1 �} Les� th�n 2�ears �Id Repave t��ocl� f� hlock, curb t� curb � t❑ 'I� Years �!d or Greater tha� 8� P�I �v�rlay haif c�� pav�m�nt, curf� to centerlin�, i�r 5D f�� in I�ngth i�or� t�an 1� year gld and L�� th�n 85 �'CI Overlay 1 lane �vidth far 30 feet ii� Ier�qtE� Planr�ed for r�c�ns#ru�tian as � Cl� ��'�1�' �ermar�e�7t Tr�nc� F�epair Tf�is M&C does rr�t rec�ue�t ap�rov�l c�f � contract wit� a b��sir�� nti#y, F15CAL iNFC3l�MATI�h! � C��TI�ICATI�N: Th� pir�ctor c�f �ia�a��e cerkifi�s that this ��fi�n will have na mater�al effee� on City �ur�ds. �UNQ ra�NTIF��S [FIDs]: Tp �Fun�I D�parttn�r�t c�o�n Projec# Prrgram �c#ivity �u�i�et ----- Ref�ren�e ## maun � !� — - -� _. .. ��-- - _ � Yea� _ _ �Cha�tfi�ld �� —� _ �. FROM ��nd I�epartrr�er�� Acc�un �roj�ct Pr�gr�rn �t�vity ��dget _� .. . ��ference # ---��-`�moun �D. 1�- f --- � Year � {�hartfielci �} I,� G�RTIFICATIC]NS. ��m�tted 1�� Cit I�ar�a e�'� ��fice b: �rj�ina� Qepartmen� He�ad: Ad€�i�iatial Inf�rrnation Gont�C#, 5usar� Alanis (8'f84) S#eve �aaEce �5�34} Richard Markin�z (7914j Ls��ri�me: �{�P�1..i�Y r�R LI'1'I[,7']'Y C'ONSTRU�"l'1C��1 Fabe 2 c��'2